دانلود نرم افزارهای شاخه مهندسی ژئوتکنیک

[M@hdi42]

در این تاپیک نرم افزارهای شاخه مهندسی ژئوتکنیک قرار داده میشود. دوستان اگر نرم افزار های دیگری نیز در این زمینه میشناسند به این لیست اضافه نمایند. از دوستانی که با این نرم افزارها کار کرده اند درخواست میشود که توضیحاتی در زمینه آنها ارایه نمایند

[M@hdi42]

ROCKWARE LOGPLOT 2005 6.9.26

http://bp2.blogger.com/_q8QbNZ5qG14/RbmGpS1iluI/AAAAAAAAACw/i58n5u_geSY/s320/rock+ware.jpg
LogPlot has been used by geoscientists since 1983 to display their geotechnical, environmental, geophysical, mud/gas, and mining data as a graphic boring log. LogPlot offers almost unlimited flexibility for log layout via its easy-to-use, built-in Log Designer. With a WYSIWYG, point-and-click interface, LogPlot's Log Designer makes it easy to customize logs for different clients and projects.

LINK: http://rapidshare.de/files/36191463/RckWrLgPlt2005v6926.rar.html

[M@hdi42]

EJGE Slope 2004 - Slope Stability Analysis Software
http://pixhost.eu/avaxhome/avaxhome/2007-07-02/slope.jpg
EJGE Slope 2004 - A geotechnical software
1.5 MB Compressed RAR File | OS: Windows ALL


Description:
Slope Stability Analysis by Simplified Bishop Method

Features:
Any shape of soil profile can be considered,
Change any parameter and Enter/Click for immediate re-calculation
Any consistent unit system can be used (SI is default)
Very easy to learn and to use
Several soil layers with different properties can be considered
Single circle can be specified
Single center can be specified and R range scanned by the program
A grid of centers can be specified for minimum FS search
Output of details can be requested-- down to slice weights
Pore pressures are specified either by an ru coefficeient
or a fixed GWT elevation
Data, results and a graph (cross-section) can be printed out
Help screens explain the theory and the program usage


Download the FULL installation here
http://www.4shared.com/file/19037139/818c0401/EJGESlope2004.html

RAR Password: slope2004
mirror
http://depositfiles.com/files/1133444

[M@hdi42]

Plane Failure Analysis v2.1
Win | English | .rar | 3 mb


Calculates the factor of safety for plane failures in rock and soil slopes where defined discontinuity planes exist.



Download:
http://www.filefactory.com/file/88d1f6/

Mirror:
http://www.badongo.com/file/5273559/

MIRROR http://w15.easy-share.com/10965291.html

[M@hdi42]

اين نرم افزارها براي درس مکانيک خاک مناسب هستند و از لينک زير قابل دانلود ميباشند:
http://www.prenhall.com/coduto/html/Geotechnical/Software.htm
در صورتي که براي دانلود مشکل داشتيد در همين تاپيک اعلام نماييد تا لينک کمکي دانلود قرار داده شود.
Geotechnical Engineering: Principles and Practices includes the following computer software:

Stress Analysis
STRESSP Geostatic and induced stresses beneath a point load


STRESSL Geostatic and induced stresses beneath a line load


STRESSR Geostatic and induced stresses beneath a rectangular area load


STRESSC Geostatic and induced stresses beneath a circular area load



Settlement
FILLSETT Ultimate consolidation settlement due to weight of a fill


SETTRATE Rate of consolidation settlement due to weight of a fill



Spread Footing Foundations
FOOTING Bearing capacity and settlement of spread footings

This software uses the 32-bit Microsoft Windows operating system (Windows 95, Windows 98, or Windows NT). Additonal system requirements are listed in Appendix C.
This software is available only to owners of the book Geotechnical Engineering: Principles and Practices. It is not freeware, and may not be distributed to others. To install this software, you will need to supply a keyword from the book.




Downloading and Installation Instructions

1. Download the geotechnical analysis software files from the Prentice Hall website by clicking here. Save this self-extracting .zip file to your C: drive.

2. Double clicking on this file will unzip the files and save them to a new folder, "geotechsoft."

2. Using Windows Explorer, open the "geotechsoft" folder and double-click on setup.exe. The setup routine will then decompress the files and place them in a permanent folder on your hard drive. By default, the files are placed in c:\program files\geotechnical analysis software, but you may choose to place them in some other folder. The setup routine also places an item "Geotechnical Analysis Software" under the Start button - Programs.

3. Click on the Windows Start button, then go to Programs and to Geotechnical Analysis Software. This will start the software. Alternatively, you can use Windows Explorer and double click on c:\program files\geotechnical analysis software\geotechnical analysis software.exe.

4. Delete the "geotechsoft" folder created in Step 2.

5. The first time you run the software, you will be asked to input a keyword from the book. This will complete the installation process. Then follow the instructions on the screen to reach the main menu.



Uninstallation Instructions

To remove the geotechnical analysis software from your computer, click on the Windows Start button, then go to Settings and Control Panel. Once the control panel window appears on the screen, select Add/Remove Programs. Select Geotechnical Analysis Software and click on Add/Remove.

http://www.prenhall.com/coduto/images/GESD.gif

[M@hdi42]

Ensoft GROUP 7.0

GROUP has been well accepted as an useful design tool for analyzing the behavior of piles in a group subjected to both axial and lateral loadings. The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment in up to three orthogonal axes) from the pile cap to piles arranged in a group. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by the pile cap. The pile cap may settle, translate, and/or rotate and is assumed to act as a rigid body.

The program will generate internally the nonlinear response of the soil, in the form of t-z and q-w curves for axial loading, in the form of p-y curves for lateral loading and in the form of t-r curves for torsional loading. A solution requires iteration to accommodate the nonlinear response of each pile in the group model. Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of geometry and equilibrium of forces between the applied external loads and the reactions of each pile head.

The p-y, t-z, q-w and t-r curves may be generated internally, employing recommendations in technical literature, or may be entered manually by the user. The pile-head forces and movements are introduced into equations that yield the behavior of the pile group in a global coordinate system. The program can internally compute the deflection, bending moment, shear, and soil resistance as a function of depth for each pile.

For closely-spaced piles, the pile-soil-pile interaction can be taken into account by introducing reduction factors for the p-y curves used for each single pile. As an option, the user can ask the program to generate internally some suggestions for p-multipliers to automatically reduce the soil resistance. In GROUP v7.0 the program is able to generate or lets users specify p-y reduction factors for two orthogonal axes.

GROUP v7.0 GROUP v7.0 now allows the user to select a new option for computing the required unit side friction at the top and bottom of each soil layer along with a unit tip resistance. The new version employs commonly-accepted equations to compute internally the estimated unit side friction and unit tip resistance based on the soil properties that are specified by the user for each soil layer.

The new version still allows the user to input external nonlinear curves of axial load versus settlement for each pile in the group. Those external curves can be obtained by the user based on load tests or using the Ensoft programs APILE and/or SHAFT.


آدرس دريافت فايل :

http://persiandrive.net/244450
لینک کمکی دانلود:
http://www.4shared.com/file/39665678/613d448d/Ensoft_group_pile_V7_with_crk.html?dirPwdVerified= d3964345

[M@hdi42]

Upres is for designing tunnels and pipe lining using Dr. H. Einstein's method ("Improved Design of Tunnel Supports," prepared for the U.S. Department of Transportation, 1980). Tunnel can calculate the stress redistribution in soil, the moment, the thrust, and the deflection in pipe or tunnel. Full slip (friction between soil and structure) or no slip conditions are considered. Moment and thrust diagrams can be viewed and printed.

Upres is suitable for most elastic closed form models such as pipe and circular tunnel lines buried underground. The structural materials can be concrete, wood, shotcrete, brick, and steel. The structure can be built by segment panels, an I-beam and lagging system, or a continuous circular system. Even though the program is an elastic solution, the results match very well with a solution of Finite Element Analysis, which requires complicated inputs and calculations.



FEATURES
Windows Version
Calculates Quickly
Easy to use
English and Metric Units
User's manual with examples
On-line help

REQUIREMENTS
IBM PC compatible 486 or better
Minimum system memory of 640K
Windows NT, 95, 98 and 2000


http://www.civiltechsoftware.com/img/upres_scr.gif
لینک دانلود: http://www.4shared.com/file/39574309/5cf81c4c/CivilTech_Upres_with_crk.html?dirPwdVerified=d3964 345
لینک کمکی دانلود:
http://persiandrive.net/601076

[M@hdi42]

CivilTech Engineering Software Suite
Software Name: CivilTech Engineering Software Suite
Description: Suite of software focused mainly on geotechnical analysis. (1) AllPile - pile vertical, lateral, group, settlement, and negative friction analysis. (2) SuperLog - Boring, test pit, and well drawing/reporting. (3) Shoring Suite - shoring wall design and analysis. (4) Liquefy Pro - earthquake-induced liquefaction and settlement analysis. (5) EarthPres - earth pressure analysis (active and passive pressure). (6) Surcharge - lateral pressure due to surcharge load. (7) Upres - underground pipe and tunnel analysis. (http://iransaze.com/modules/Forums/images/smiles/icon_cool.gif Visual Lab - geotechnical lab testing (compaction, grain size, and consolidation). (9) Spectra - graphical presentation for seismic spectra. (10) Heave - stability analysis for vertical cut.
Category: Software Suite
License Type: Commercial
Price:
Keywords:
Data Format:
Design Code:
Languages: English
WWW: http://www.civiltechsoftware.com/index.html
Publisher: CivilTech Software

Distributor(s): CivilTech Software

لینک دانلود: http://www.4shared.com/file/39575263/53095f86/CivilTech_Shoring_Suite_v7_with_crk.html
لینک کمکی دانلود: http://persiandrive.net/153567

[M@hdi42]

CivilTech.Liquefy Pro v3.5

تحلیل زیر سازه ها و بار گذاری زلزله
لینک دانلود: http://www.4shared.com/file/39574988/eeb12304/Civiltech_LiquefyProv35_with_crk.html?dirPwdVerifi ed=d3964345
لینک کمکی دانلود:
http://rapidshare.com/files/100668473/Civiltech_Liquefy_1_.Pro.v3.5_with_crk.rar.html

[M@hdi42]

CivilTech allpile7
فاقد کرک

آنالیز و طراحی شمعها
لینک دانلود: http://www.4shared.com/file/39574524/14f27ec1/CivilTech_allpile7_no_crk.html?dirPwdVerified=d396 4345
لینک کمکی: http://rapidshare.com/files/100669773/CivilTech_allpile7_no_crk.exe.html
_________________

[M@hdi42]

Vdrain 3.0.1

منبع: http://www.cofra.nl/uk/cofra/index-uk.htm

http://www.cofra.nl/images/Vdrain.gif
Vdrain is a program suitable to calculate settlement and consolidation of soft soils
The program can only operate when the decimal is a dot. Suitable for Windows 98, ME and XP
Download link
http://www.cofra.nl/software/Vdrain3.0.1.zip
_________________

[M@hdi42]

Geoflex 1.0
صفحه اصلی: http://www.cofra.nl/uk/cofra/index-uk.htm
http://www.cofra.nl/images/geosoft.gif
Geoflex can be used to design Geoflex applications
The programm can only operate when the decimal is a dot. Suitable for Windows 98, ME and XPG
Download link
http://www.cofra.nl/software/geoflex.zip

[M@hdi42]

AuGeo-soft 1.0.3
AuGeo-soft is an excel calculation sheet that can be used to calculate AuGeo piled embankements in combination with a geogrid reinforced matrass
Suitable for Windows 98, ME and XP

در صفحه جدیدی که ظاهر میشود شما بر وری شکل نرم افزار اکسل کلیک کنید تا وارد محیط اکسل شده و محاسبات را انجام و یا فایل را ذخیره نمایید

http://www.cofra.nl/software/BS8006.htm

[M@hdi42]

Mebra-soft 1.0

ٌصفحه اصلی: http://www.cofra.nl/uk/cofra/index-uk.htm
http://www.cofra.nl/images/mebrasoft.gif
This is a simple MS Excel sheet that can be used to calculate the drain distance based on the equation from Barron
Download: http://www.cofra.nl/software/mebrasoft.xls

[M@hdi42]

مجموعه نرم افزارهای مهندسی خاک
منبع: http://farscivil.ir/
یک مجموعه بی نظیر و فوق العاده از نرم افزارهای مهندسی خاک


دانلود
http://farscivil.ir/download-file-76.html
رمز عبور: www.farscivil.ir (http://www.farscivil.ir)
لينک کمکي دانلود: http://persiandrive.net/724646

نرم افزار خاک بارگذاری خطی
نرم افزار تحلیل و آنالیز تنش و برش و ... در خاک حاصل از بارگذاری خطی

دانلود
http://farscivil.ir/download-file-75.html
رمز عبور: www.farscivil.ir (http://www.farscivil.ir)


نرم افزار خاک بارگذاری نواری
نرم افزار تحلیل و آنالیز تنش و برش و ... در خاک حاصل از بارگذاری نواری(طول بی نهایت)

دانلود
http://farscivil.ir/download-file-77.html
رمز عبور: www.farscivil.ir (http://www.farscivil.ir)
منبع: http://farscivil.ir

[M@hdi42]

لينک زير هم از وبسايت Arnold Verruijt استاد بازنشسته هلندي انتخاب شده است و شامل چندين نرم افزار شاخه خاک است. اين نرم افزارها در بخشهاي ديگر سايت نيز به طور متفرقه قرار دارد که در اينجا ترجيح دادم که همه را يکجا براي دانلود معرفي کنم:
http://geo.verruijt.net/software.html

[M@hdi42]

دانلود نرم افزار shoring suite 7 همراه با کرک. (طراحی sheet piled )
http://irangeo.webs.com/softwares.htm

[M@hdi42]

visiual lab
Visual Lab is a set of 3 modules to calculate and report the most important geotechnical lab testing results and to generate high quality reports. The 3 modules include Compaction, Consolidation, and Grain size. The modules are Windows based and very easy to use and learn. The 3 modules should be purchased together at discounted price.
http://irangeo.webs.com/softwares.htm

[M@hdi42]

Advanced Three Dimensional Continuum Modeling for geotechnical analysis of rock, soil, and structural support

FLAC3D is a numerical modeling code for advanced geotechnical analysis of soil, rock, and structural support in three dimensions.

FLAC3D is used in analysis, testing, and design by geotechnical, civil, and mining engineers. It is designed to accommodate any kind of geotechnical engineering project where continuum analysis is necessary.

Options
Dynamic Analysis With this option, the full dynamic response of a system may be modeled in the time domain. Capabilities added to the standard features of FLAC3D include: specification of acceleration-, velocity-, or stress-wave input; quiet boundaries; free-field conditions; damping; liquefaction modeling; and full dynamic structural formulation. In addition, the dynamic option may be used in conjunction with the groundwater flow model for fully coupled analyses. The dynamic option is formulated using a nonlinear law and a proper plasticity formulation — providing an accurate view of the dynamic system by allowing natural description of materials, frequencies, displacements, and damage.


Main Features

* Large-strain simulation of continua, with interfaces or slip-planes to represent distinct interfaces along which slip and/or separation may occur, thereby simulating the presence of faults, joints, or frictional boundaries
* Explicit solution scheme that gives stable solutions to unstable physical processes
* Twelve built-in material models: the "null" model, three elasticity models, and eight plasticity models
* Optional modules include: thermal and creep calculations, dynamic analysis capability, user-defined constitutive models written in C++, and automatic hexahedral meshing (3DShop)
* Continuous gradient or statistical distribution of any property may be specified
* Automatic 3D grid generator using pre-defined shapes to create intersecting internal regions
* Convenient specification of boundary conditions and initial conditions
* Water table for effective stress calculations
* Groundwater flow fully coupled to mechanical calculation (including negative pore pressure, unsaturated flow, and phreatic surface conditions)
* Structural elements (liners, piles, cables, etc.) that interact with the surrounding rock or soil
* Built-in programming language (FISH) to add user-defined features
* Graphical output in six industry-standard image formats and animated output in two (AVI and DCX)
* External geometry import option for leading Computer-Aided Design (CAD) tools

لینک دانلود:
http://www.4shared.com/file/107483634/97a0c78c/FLAC3DV30261.html?s=1
منبع:
http://www.civilstars.com/Thread-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-flac-3d-v3

[M@hdi42]

دانلود plaxis 8.5
منبع:
http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-plaxis-8-5



http://www.img.upnload.com/images/x49on777rksqhtwv3lh.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




ابتدا ورژن 8.2 را از لینک زیر دریافت کنید
http://www.rapidsharedata.com/go/41088244/Plaxis.Professional.v8.2.ISO-TBE.part1.rar.html
http://www.rapidsharedata.com/go/41084707/Plaxis.Professional.v8.2.ISO-TBE.part2.rar.html
http://www.rapidsharedata.com/go/41080241/Plaxis.Professional.v8.2.ISO-TBE.part3.rar.html
نحوه نصب

در برنامه plaxis اگر از شما خواسته شد registration disk فایل USERDEF.PUF از فولدر پلکسیز
براوز کنید
در هنگام نصب این گزینه را انتخاب کنید personal computer installation
سپس اگر در جایی از شما hardlock drivers خواسته شد آن را از فولدر برنامه نصب کنید
بعد از نصب ورژن 8.2 کرک را از فولدرcrack update v8.2 با فایل های batch.exe, geo.exe, plaxout.exe, hlvdd.dll به محل نصب بریزید
ابتدا فایل hlvdd.dll از مسیر windows/system32 پاک کرده سپس فایل hlvdd.dll را از فولدر کرک جایگزین آن کنید
سپس از لینک زیر آپدیت برنامه را در ورژن 8.5 دریافت کنید.

http://rapidshare.com/files/108140044/P85.zip.html

بعد اقدام به نصب setup.exe موجود در فولدر آپدیت plaxis 8.5.
hardlock drivers را نصب کنید
کمحتوای داخل پوشه پلکیس را در محل نصب و در سیستم 32 کپی کنید.
_________________

[M@hdi42]

دانلود نرم افزار طراحی شمع Shaft v6.0.4
http://www.img.upnload.com/images/xgntsywq2o26f3ruugzz.gif

توضیحات:
SHAFT is used to compute the axial capacity and the short-term, load versus settlement curves of drilled shafts in various types of soils. SHAFT v5.0 can analyze drilled-shaft response in six types of strata: i) clay - cohesive geomaterial, ii) sand - cohesionless geomaterial, iii) clay-shale, iv) strong rock, v) gravel - cohesionless IGM, and vi) weak rock - cohesive IGM. The program allows for any combination of soil layers to be placed in a layered profile.

SHAFT features an approach known as concurrent engineering, where input, processing, and graphical output are performed from a single environment. An additional simple text-file, containing the complete output listing, is also computed in every computer run.

The analytical methods employed by SHAFT are based on experimental data obtained from hundreds of well-instrumented load tests of full-sized drilled shafts. New criteria for soil response of gravel and weak rock were modeled after papers of recent publication.

In general, most of the analytical methods used by SHAFT are based on suggestions from the latest FHWA manual Drilled Shafts: Construction Procedures and Design Methods by L. C. Reese and M. W. O’Neill, published in November of 1999. This manual was produced under sponsorship and contract from the Federal Highway Administration (FHWA) and is distributed by the International Association of Foundation Drilling Contractors.

LIST OF FEATURES
SHAFT allows users to investigate capacities of drilled shafts of different diameters thus helping on the selection of most economical sizing. The new SHAFT v5.0 extends this option of multiple diameters to drilled shafts socketed into weak rock or gravel.
The program features a second-generation, windows-based module that combines in a single interface the input of data, the processing of mathematical computations, and the graphical display of information contained in the output file.
The program analyzes straight as well as belled shafts.
The new SHAFT v5.0 can analyze drilled shafts or grouted piles with diameters smaller than 12 inches.
Separate factors of safety may be specified by the user for side resistance and for end bearing. The new SHAFT v5.0 now graphs output results based on Ultimate and/or Factored loadings.
The user may manually input lengths of shaft at the top and/or bottom with neglected friction of resistance in order to account for possible moisture change or for other factors noted in the user manual.
SHAFT allows for the computation of soil resistance to uplift forces. The program can use any reduction factor specified by the user for friction of transfer in uplift of straight shafts.
The program produces tables of values or graphs, as a function of depth, for a variety of soil profiles, showing capacities in side resistance and in end bearing, along with the sum of the two. The theoretical volume of concrete is also shown for each depth.
A short-term, load-settlement curve may be computed for drilled shafts of a specific length.
Iterative techniques are employed in solving the nonlinear finite-difference equations.
The user manual of SHAFT v5.0 includes the latest equations recommended in FHWA manuals. The theory for the methods of analysis is fully presented, along with the recommended technical procedures. Example problems are supplied for reference. More than thirty additional technical references are listed to provide additional information on the methods employed in SHAFT.

تصاویر:
http://www.img.upnload.com/images/4hndpv31pzadvxzrzdh5.gif
http://www.img.upnload.com/images/bvqzx0if8r4l6vc0pqos.gif
http://www.img.upnload.com/images/m6l6meifqdmqvus31tp.gif
لینک دانلود مستقیم:
https://www.opendrive.com/files/6236253_lCnWG_3c87
پسورد:
www.civilstars.com (http://www.civilstars.com)
پسورد:
http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%B7%D8%B1%D8%A7%D8%AD%DB%8C-%D8%B4%D9%85%D8%B9-Shaft-v6-0-4

[M@hdi42]

دانلود نرم افزار CASTeR - Computer Aided Soil Test Report همراه کرک
منبع:
http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-CASTeR-Computer-Aided-Soil-Test-Report-%D9%87%D9%85%D8%B1%D8%A7%D9%87-%DA%A9%D8%B1%DA%A9
دانلود نرم افزار CASTeR - Computer Aided Soil Test Report همراه کرک
توضیحات برنامه:
CASTeR is a unique software in the field of Geotechnical Engineering which at present does not have any competitor and automatically stands to be the only choice for the geotechnical community. In fact CASTeR is already a success in this place. You would surely appreciate the meticulousness of the customers in this place. A success in this region means the genuinity of its proven-ness in the world market. CASTeR has been developed by a group of practicing geotechnical engineers at Technology Development Centre for the practicing geotechnical engineering community. It has a 32-Bit Windows native Graphical Environment based on Object Oriented Programming technology and is written using latest Microsoft's Foundation Class libraries. As a result of this, it has become extremely user-friendly and an easy-to-use software for the Geotechnical engineers.

At present commercially available version includes more than 30 modules like

Mohr's Circle plot
Settlement Calculation
Load-Settlement Curve
Bearing Capacity Calculation
Auto-generation of Bore Log
Depth vs. Bulk Density plot
Grain Size Distribution Curve
Depth vs. Moisture Content plot
Sub Soil profile through Bore hole plotting
Depth vs. Plastic Limit plot
e-Log-p Curve
Depth vs. Mv plot
Benkelman Deflection Data
Depth vs. Cc plot
Pile Capacity Calculation with graphical presentation
Depth vs. Undrained cohesion(Cu) plot.
Auto generation of Lab-Sheet
Depth vs. Corrected Frictional Resistance plot.
Depth vs. N plot
Pressure Meter Test
Depth vs. Liquid Limit plot
Computation of Mv from laboratory test results
Plate Load
Foundation Model
Under-Reamed Pile
Hydrometer Test
Depth vs. Corrected Cone Resistance plot
CBR
Sq. Root of Time Fitting Plot
DCPT-CBR
SCPT


لینک دانلود:
http://www.tdcindia.com/setup.zip

[M@hdi42]

دانلود نرم افزار Rocscience Slide v5.014



http://www.img.upnload.com/images/jxsbqm84lplwewmpinfc.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید






2D Limit Equilibrium Slope Stability Analysis

Slide 5.0 is the most comprehensive slope stability analysis software available, complete with sensitivity, probabilistic and back analysis capabilities. This 2-D program combines an attractive, easy to use CAD based graphical interface with a wide range of modeling and data interpretation options that enable you to perform analyses more thoroughly, more quickly.

Using Slide 5.0, you may determine the probability of failure and reliability index for either the deterministic failure surface with the smallest factor of safety, or for the entire slope. Sensitivity capabilities allow you to easily determine the effect of any parameter on the factor of safety. Determine which parameter has the most effect and optimize your slope remediation based on this knowledge.

Slide 5.0 is the only slope stability software to include built-in steady-state unsaturated groundwater analysis capabilities using the finite-element method. Calculate pore-pressures, heads, discharge using geometry from your slope stability analysis. Meshing is all automatic and done at the click of a button. Pore pressures are seamlessly integrated into your slope stability analysis.

Slide 5.0 easily models complex slope geometry. Draw the interface as you would in any CAD or drawing program or import a scanned image of your slope and digitize over it. Man-made and natural slopes with complex layering, soil lenses, and inclusions are easily modeled. Earth dams with complex core and shell geometries are also easily modeled.

The simple to use editing tools provide a convenient method for performing parametric studies. The graphical data interpreter provides a rich set of tools for the convenient display of model results. With Slide 5.0, you can very quickly and easily create a model, perform a stability analysis, and interpret the results.

لینک دانلود:
http://dl.dropbox.com/u/6330477/leran/rocco/Rocscience%20Slide%20v5.014.exe
پسورد:
www.civilstars.com (http://www.civilstars.com)

[M@hdi42]

دانلود نرم افزار Rocscience Unwedge v3.005



http://www.img.upnload.com/images/nmu389po5wkcmn2hfnb.gif


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توضیحات:
Underground Wedge Stability Analysis

Unwedge is a 3D stability analysis and visualization program for underground excavations in rock containing intersecting structural discontinuities. Safety factors are calculated for potentially unstable wedges and support requirements can be modeled using various types of pattern and spot bolting and shotcrete. Use Unwedge to quickly create a model, perform a safety factor analysis, place reinforcement and interpret the results.
Unwedge's Windows-based interface provides an easy to use, graphical environment for data entry and visualization that greatly simplifies the analysis and design process. Popup windows allow for easy entry and modification of model parameters, and easy to use editing tools provide a convenient method for performing parametric studies. The graphical data interpreter provides a rich set of tools, including 3D animation, for the convenient display of wedges surrounding the excavation.

In addition to allowing for simple point and click geometry input/editing, Unwedge provides enhanced support models for bolts, shotcrete and support pressures, the ability to optimize tunnel orientation and an option to look at different combinations of three joint sets based on a list of more than three joint sets. Unwedge uses a new analysis engine based on Goodman and Shi's block theory, which includes the ability to incorporate induced stress around the excavation and the effect on stability, new strength models such as Barton-Bandis and Power Curve, and the ability to improve the scaling and sizing of wedges.

لینک دانلود:
http://dl.dropbox.com/u/6330477/leran/rocco/Rocscience%20Unwedge%20v3.005.exe
پسورد:
www.civilstars.com (http://www.civilstars.com)

[M@hdi42]

دانلود نرم افزار Rocscience Dips v5.103



http://www.img.upnload.com/images/8ohvflbky066wzggn9u7.jpg


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وضیحات:
Graphical and Statistical Analysis of Orientation Data

Dips is designed for the interactive analysis of orientation based geological data. The program is capable of many applications and is designed for the novice or occasional user, and for the accomplished user of stereographic projection who wishes to utilize more advanced tools in the analysis of geological data.
ips allows the user to analyze and visualize structural data following the same techniques used in manual stereonets. In addition, it has many computational features, such as statistical contouring of orientation clustering (illustrated below), mean orientation and confidence calculation, cluster variability, and qualitative and quantitative feature attribute analysis.

Dips is designed for the analysis of features related to the engineering analysis of rock structures, however, the free format of the Dips data file permits the analysis of any orientation-based data.
لینک دانلود:
http://dl.dropbox.com/u/6330477/leran/rocco/Rocscience%20Dips%20v5.103.exe
لینک کمکی:
http://www.fileden.com/files/2010/8/1/2930738/Rocscience%20Slide%20v5.014.rar
پسورد:
www.civilstars.com (http://www.civilstars.com)

[M@hdi42]

دانلود نرم افزار Geocap v4.2.67



http://ing.tahri.googlepages.com/1199302861frap_map6_medium.jpg


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Geocap AS provides software and services for the oil and gas industry and hydrographic institutions. Our main software product is Geocap, a 2D/3D mapping and modeling program that can also be used for rapid application development (RAD).
Products from Geocap AS are cross-platform and deliver fast, high-quality graphics in 2D/3D view as well as stereo view.


لینک دانلود:
http://dl.dropbox.com/u/6330477/leran/Geocap%20v4.2.67.part1.exe
http://dl.dropbox.com/u/6330477/leran/Geocap%20v4.2.67.part2.rar
http://dl.dropbox.com/u/6330477/leran/Geocap%20v4.2.67.part3.rar
http://dl.dropbox.com/u/6330477/leran/Geocap%20v4.2.67.part4.rar
http://dl.dropbox.com/u/6330477/leran/Geocap%20v4.2.67.part5.rar
پسورد:
www.civilstars.com (http://www.civilstars.com)

[M@hdi42]

دانلود نرم افزارGTS SupportIT V2.27 and SPAN V2.45 TRIAL



http://www.img.upnload.com/images/pmj6m1m39q5zrhqe24q.png


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توضیحات:
SupportIT is design and analysis software for modeling the shoring of excavations in stratified soil using sheet pile or soldier pile and lagging walls. Calculation methods are based on the British Steel Piling Handbook and the US Steel Sheet Piling Design Manual:

* User-editable customer, soil, sheet pile, soldier pile, lagging and frame databases.

* Multi-layered excavations and different soils on the active and passive sides of an excavation.

* User-selectable and editable pressure models (Rankine, Coulomb, Terzaghi) give complete control over pressure values in calculations.

* Different pressure components (active side soil, passive side soil, hydrostatic, etc) can be examined graphically or in tabular form for their effect on a design. Different components can be switched on or off.

* Manual pressure envelope can be used to enter your own pressure values.

* Calculates the minimum sheet or soldier pile penetration required for cantilever, free earth support and fixed earth support. Also calculates the embedment required for a specified factor of safety, and models "no toe" designs.

* Factor of safety calculation (Net/Gross Pressure, Burland-Potts).

* Models sloping or irregular ground, with several pre-defined benches included.

* Models surface loads and foundations.

* Models stepped excavations.

* Calculates optimum support positions.

* Raked struts and/or soil anchors available.

* Plan view includes cross bracing and knee braces.

* Calculates strut or anchor loads, and provides graphical or tabular output of pressure, bending moment, shear force and deflection in side elevation and plan view.

* Generates construction stages with method statement for installing designs using various methods (dig and push, pre-drive, etc).

* Reports on design safety. Unique Rules Of Thumb feature ensures safe designs.

* Rowe's moment reduction option.

* Point-and-click editing of designs and user-friendly data entry. Excavation depth, soil layers, sheet pile, soldier pile, frame positions, etc are defined by double-clicking the item and changing the relevant parameters.

* Miscellaneous graphics options include superimposed scales, frames drawn to scale, double sided excavations, hanging chains and concrete.

* Comprehensive Help file includes tutorial and calculation methods.

* Manual in pdf format.

* Can be customised with your logo and contact details.

* Metric or imperial units can be selected at any time. Users can work in metric and produce imperial output, or vice-versa.

* Windows OS.

* Numerous display layouts available, including side elevation and plan view:

لینک دانلود:
http://www.megaupload.com/?d=JN3LGFNO
or
http://www.easy-share.com/1910190838/GTS
or
http://depositfiles.com/pt/files/35ugj7zw5
or
http://www.filefactory.com/file/b19c10b/n/GTS_SupportIT_V2.27_and_SPAN_V2.45_TRIAL_ONLY.zip
or
http://hotfile.com/dl/42282323/d6c0b4d/GTS_SupportIT_V2.27_and_SPAN_V2.45_TRIAL_ONLY.zip. html
or
http://www.2shared.com/file/nO4lGvgy/GTS_SupportIT_V227_and_SPAN_V2.html
or
http://www.klurk.com/files/MC1CC1AC/GTS%20SupportIT%20V2.27%20and%20SPAN%20V2.45%20TRI AL%20ONLY.zip
کرک را از فایل پیوست دریافت نمایید

[M@hdi42]

دانلود نرم افزار دیوار هاو سپر های حائل ساحلی SHORING SUITE v 8.8P



http://www.civiltechsoftware.com/img/shoring.jpg


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توضیحات:
* View the Shoring slideshow

SHORING Suite is a software package that contains 4 Modules: Shoring, EarthPres, Surcharge, and Heave. These modules are sophisticated design and analysis tools developed by experienced engineers and professors. The program has been widely used by engineers, contractors, universities, and government agencies nationwide and overseas. The program is flexible, powerful, and has high performance qualities.

Well Referenced: The calculation is based on Federal Highway Administration (FHWA) methods, US Navy DM-7 (NAVFAC) manual, the Steel Sheet Design manual (USS), and TRENCHING AND SHORING MANUAL of, California Department of Transportation. It can be used for complex ground conditions, surcharge loads, and many types of shoring walls including: braced cuts, cantilever walls, bulkhead walls, sheet pile walls, soldier piles & lagging systems, tangent pile walls, slurry walls, and any flexible walls. The program can link to EarthPres and Surcharge modules so that the data from these two programs can be directly imported into Shoring.

Great Tools: The program shows diagrams of pressures, shear, moment, and deflection. It calculates the moment of the piles and selects the five most suitable piles for you. The program not only presents the major properties of these piles but also calculates the top deflection of each pile. For braced systems, the program supports calculation for wale and strut. For tieback systems, the program can determine the free length, bound length, and non-load zone of tieback anchors. <Smart> places soil properties at your fingertips. It is great tool for shoring design engineers.



http://www.civiltechsoftware.com/img/smartinput.gif


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Widely Used: The program supports multi-tieback or braces. It can automatically select the sheet pile and soldier pile from a database with all of the properties. The program has helped numerous engineers reduce time and costs for their projects. This program is recognized as Number One in shoring software. It is widely used in the U.S. and overseas. The program has been used by about 1500 professionals, including departments of transportation in CA, FL, WA, MT, NY, and NV, many cities, large and small firms, and engineers in Germany, Singapore, Saudi Arabia, Kuwait, Taiwan and other countries. The software is recommended in EARTH RETENTION SYSTEMS HANDBOOK, McGraw-Hill.

Most Complicated Conditions: The program can handle the most complicated ground and construction conditions. Followings are some examples: 1) Step walls to stabilize a slope (Download method in PDF file); 2) Bedrock at bottom limiting the pile embedment; 3) Before and after trimming concrete is placed; 4) Water table is above ground surface; 5) Helix, Tieback, and Deadman anchors, which can be mixed together; 6) External force in any direction and angle on the wall; 7) Horizontal and vertical earthquake acceleration; http://iransaze.com/modules/Forums/images/smiles/icon_cool.gif Surcharge loading at any elevation; 9) Different lagging spacing; 10) Different pile or shaft diameter; 11) Water table above ground surface; 12) E-80 Cooper Railroad; 13) Brace above ground or below dredge line; 14) At-rest, Ko condition; and more...



http://www.civiltechsoftware.com/img/shoring_type.gif


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FEATURES

* User-friendly interface with many drawings
* Easy installation and use
* Unlimited layered soils below and above dredge line
* Step-by-step manual with many examples
* Up to 30 levels of tieback, deadman, and plate anchors
* Diagrams of pressures, shear, moment, and deflection
* Selection of piles, determination of tieback length
* Earthquake loading by Mononobe-Okabe method
* Choice of at rest, Ko and active, Ka
* External forces acting on wall in any directions




* Suitable for most shoring walls and flex walls
* Optimized pile size selection from a database
* Input different spacing for each pressure
* Complex surcharge and water conditions
* High quality graphical reports that can be exported to other software
* Step-Walls Calculation
* Limited Embedment Wall (Bedrock in tip)
* Trimming concrete slab case
* Handle case such as pile encountered rock with limited penetration
* Water Table can above wall and ground surface

REFERENCES

* FHWA 98-011, FHWA-RD-97-130, FHWA SA 96-069, FHWA-IF-99-015
* STEEL SHEET PILING DESIGN MANUAL by Pile Buck Inc., 1987, 2002
* DESIGN MANUAL DM-7 (NAVFAC), Department of the Navy, May 1982
* TRENCHING AND SHORING MANUAL Revision 12, California Department of Transportation, January 2000
* EARTH SUPPORT SYSTEM & RETAINING STRUCTURES, Pile Buck Inc. 1992
* EARTH RETENTION SYSTEMS HANDBOOK, Alan Macnab, McGraw-Hill Handbooks. 2002
* DESIGN OF SHEET PILE WALLS, U.S. Army Corps of Engineers. March 1994 (Download in PDF file);

FAQs

What are the improvements in SHORING version 8?

* Add cohesion in analysis
* Choice of at rest, Ko and active, Ka
* Load Factor input for LRFD method calculation
* Earthquake load by Mononobe-Okabe method and etc
* Add E80 railroad surcharge loading
* Smart Input: from soil type or one property to find others such as friction, cohesion, and density. Smart Input helps to find soil properties easier and quick
* Add pile allowable moment, Ms in embedment calculation to reduce embedment
* Add a special Corner pile calculation
* Improved deflection calculation. No need to input point of fixity.
* Handle case such as pile encountered rock with limited penetration
* Choice of wedge analysis, log spiral analysis and formula computation
* Vertical bearing capacity check to see the pile has enough penetration for down drag force
* Step-walls analysis � two walls very close on sloped ground
* Concentrated forces in any angle acting on wall (against or pushing wall)
* Vertical loading can be applied on top of pile.
* Capable to show failure line for wedge analysis
* Active and passive pressure can have up to 5 different spacing and arching
* Up to 120 active pressures and 60 passive pressures
* Pressure input has choice to input slope or bottom pressure to save input time
* Step Walls Analysis � two shoring walls very close on sloped ground
* Automatically selection of group piles to meet requirement and output to a pull-down list, no typing necessary
* Automatically get Ms and I from pile list
* Editable database of the sheet or soldier piles. User can add own piles to list.
* Editable pressure tables made Insert, Delete and Copy pressures are much easier.
* Choice of continuous beam or single span beam in moment calculation
* For existing wall analysis or limited length of pile, program can evaluate the Factor of safety
* Add possible friction at pile tip, choice of limited or un-limited friction
* Add Corner pile calculation for corner pile analysis
* Capable of input both passive and negative soil active and passive pressures
* Soil pressures can be above ground surface
* Water table can be higher than soil surface
* Brace level can be above ground surface
* Up to 30 braces including Raker, Struts, Wale, Tieback, Anchor Plate, and Deadman. All the brace type can be mixed and used together
* Add Plate anchor such as Chance anchor, Augured or Screwed plate or Helix
* No load zone calculation for Tieback, Anchor Plate, and Deadman.
* More graphic description and explanation
* Four different scales for graphics
* Each module saves file individually or save together as project
* Additional General module to improve integration of all modules

What are the improvements in SHORING version 7?

* Deflection calculation at pile top and any depth
* Diagrams of pressures, shear, moment, and deflection
* Added "H" pile to the pile database (in addition to sheet pile and "W" beam)
* User can edit pile database to add piles
* Deadman Anchor is included in addition to Brace and Tieback Anchor calulation.
* Better integration between SHORING and Epres
* Added embedment depth of loading to Lpres so the surcharge can be at any depth from ground surface
* Improved user interface for all four programs in SHORING Suite Plus (SHORING, Epres, Lpres, and HEAVE)
* Graphics can be pasted or exported to other Windows applications, such as Word and Powerpoint

What are the improvements in SHORING version 5?

* Non-load zone and tieback length calculation
* Optimized the pressure output from Epres to SHORING
* Improved integration between Epres, Lpres, and SHORING
* Steel selection of 36 ksi to 100 ks

How does one input information to the SHORING programs?

Two types of input are commonly used for SHORING: soil pressure diagrams and parameters.

The pressure diagram input is based on the configuration of pressures on the wall. These diagrams are constructed by determining active pressure, passive pressure, surcharge pressure, and water pressure based on soil conditions, soil parameters, and surface loads. The pressure diagrams must be constructed by the user before inputting them to the program. Use of pressure diagrams for input allows maximum flexibility for handling differing field situations and wall configurations. Our SHORING program uses pressure diagram input. The graphical presentation in the programs provides an immediate visual representation of the pressure diagrams so they can be checked rapidly for accuracy.

Shoring Suite Plus also supports parameter input. For the soil parameter input, soil physical properties (such as friction, unit weight and cohesion) and wall configuration (e.g., water table, wall height, surcharge load) are entered. You have to use Epres to input the information, then Epres will generate the pressure diagram for the SHORING program. These two programs are tightly integrated for data translation.

What are the output results of the SHORING program?

The output from the SHORING program includes:

* Reaction force for each brace, or tieback force for each anchor.
* Minimum embedment for soldier piles or sheet piles.
* Shear forces and moment of the pile at each span (between braces) and the maximum moment. This allows selection of the pile section based on maximum moment.
* Diagrams of pressures, shear, moment and deflection.
* Optimum selection of pile/beam from database.

What does the EarthPres program do?

Since the SHORING program uses pressure diagram input, one must determine the active and passive pressures before they can be entered. For level surfaces or infinite slopes, active and passive pressures can be calculated easily using Rankin's or Columb's equations or charts. However, if the ground surface is irregular, (i.e. two or more stages of slope), the determination of soil pressure is difficult. Sometimes empirical methods or conservative assumptions are made to solve the problems. Epres searches the failure surface to accurately determine the active or passive pressures on a wall. Wall friction, wall buttresses, and a complex ground surface can be accounted for. Epres is a very useful tool for the SHORING program. The data from Epres can be automatically translated to SHORING.

What does the Surcharge program do?

If there are surcharge loads on the ground surface near the wall, they produce additional lateral pressures on the wall which must be considered in the analysis. Lpres can determine the lateral pressure on a wall caused by different types of surcharges: point loads, strip loads, area loads, or combinations of these loads. The results are output in the form of a pressure diagram. The program is very useful for the design of retaining or shoring walls, and is another very useful adjunct tool for the SHORING program. The data from Lpres can be automatically translated to SHORING.

Does the SHORING program require EarthPres and Surcharge?

Both Epres and Lpres are stand-alone programs, which can be used for many geotechnical and construction problems. The SHORING program does not require Epres and Lpres. Without the two programs, you have to construct all the pressures yourself and input them to SHORING. We recommend that you purchase these two programs with the SHORING program, as they will increase your capability to easily solve problems with complex situations.

لینک دانلود برنامه:
http://www.4shared.com/file/iNhkSm_g/sh_setup.html

کرک :
http://www.4shared.com/file/p9nXf-iD/ShoringSuite.html
منوال:
http://www.4shared.com/document/72ZhWR-3/sh_manu.html

توجه :
اگر از کسپر اسکای استفاده میکنید لطفا آن را خاموش کنید

[M@hdi42]

این برنامه حل دقیق ظرفیت باربری پی های سطحی دایره ای و نواری را با استفاده از روش مشخصه محاسبه می نماید.این برنامه در واقع معادله دیفرانسیل حاکم بر ظرفیت باربری را محاسبه می نماید.

download (http://reza2424.blogfa.com/post-185.aspx)

[M@hdi42]

دانلود نرم افزار ITASCA UDEC V4.00.153
http://www.edilportale.com/upload/prodotti/prodotti-1255-fot1.jpg

توضیحات:
نرم افزار UDEC(Universl Distinct Element Code) يك برنامه تحليل عددي دو بعدي است كه بر مبناي روش المانهاي مجزا براي تحليل مكانيك سنگي محيطهاي ناپيوسته تهيه شده است .اين نرم افزار واكنش يك محيط ناپيوسته (به عنوان مثال سنگ تكتونيزه و شديدا درزه دار) را در برابر بارهاي استاتيكي و ديناميكي شبيه سازي مي كند.اين نرم افزار محيط سنگي را به عنوان مجموعه اي از بلوكهاي مجزا تعريف مي كند كه ناپيوستگي ها (مثل درزه ها ) به عنوان شرايط مرزي بين بلوكي در آنها عمل مي كنند و جابجائي برشي در امتداد اين ناپيوستگي هاو نيز چرخش بلوكها مي تواند انجام گيرد.در اين نرم افزار امكان تعريف بلوكها بصورت صلب و تغيير شكل پذير وجود دارد .بلوكهاي تغيير شكل پذير به شبكه اي از المانهاي با تفاوت محدود تقسيم بندي شده و هر المان با رفتار تنش –كرنش خطي يا غير خطي از پيش تعيين شده اي عمل مي كند .
حركت نسبي ناپيوستگي ها نيز با روابط خطي و يا غير خطي نيرو –جابجائي در امتداد عمودي يا برشي ناپيوستگي ها پوشش داده مي شود .UDEC داراي چند مدل رفتاري براي مواد دست نخورده و ناپيوستگي ها مي باشد كه مدلسازي ناپيوستگي ها را با شرايط موجود زمين شناسي وفق مي دهد.
UDEC براساس محاسبات لاگرانژين عمل مي كند كه براي تغيير شكلها و جابه جائييهاي بزرگ مورد استفاده قرار مي گيرد.اين نرم افزار با سرعت محاسبه بالا براي مدلهايي با چند هزار بلوك طراحي شده است و حل مسايل در آن با پيشرفت در پله هاي زماني صورت مي گيرد.
اين نرم افزار 950 كيلو بايت فضا اشغال كرده و تحت سيستم عامل
MS-DOS اجرا مي شود و حداقل به 4 مگابايت RAM براي اجرا نياز دارد .اين نرم افزار مدلي با بيش از 2500 بلوك صلب (1000 بلوك تغيير شكل پذير )را با 8 درجه آزادي براي هر بلوك در يك كامپيوتر شخصي با 4 مگابايت RAM حل مي كند .البته ورسيون جديد اين نرم افزار تحت 3DEC نيز موجود مي باشد كه توانايي حل مسايل تحليلي سه بعدي را نيز فراهم ساخته است.
قبل از آشنايي بيشتر با اين نرم افزار برخي از مزايا و معايب اين نرم افزار را بيان مي كنيم :
مزاياي برنامه UDEC را مي توان به صورت زير خلاصه كرد :
1-شبيه سازي مهندسي معمولا شامل مراحل طولاني از عمليات نظير تعيين تنش برجا،به كاربردن بارها،حفر تونلها ونصب نگهداري مي باشد. در برنامه UDEC يك سري از دستورات ورودي (از فايل ورودي يا صفحه كليد) كه با مراحل فيزيكي فوق انطباق دارد استفاده مي شود .
2- فايلهاي ورودي نوشتاري مفاهيم خوبي براي ثبت مدارك مربوط به يك تحليل در يك مساله مهندسي مي باشند .
3-فايل داده ها مي تواند به راحتي با يك ويرايشگر متن تهيه شود.
و چندين فايل داده را مي توان پشت سر هم جواب گرفت.
4-ساختمان با فرمان پيشرونده UDEC امكان ويرايش برنامه هاي خروجي و ورودي را بدون خروج از برنامه به استفاده كننده مي دهد.
5-با توجه به حل مساله در پله هاي زماني متوالي مي توان با وارد كردن زمان نتايج قابل توجهي به دست آورد .
از مشكلات و معايب اين نرم افزار مي توان به موارد زير اشاره كرد:
1-اين نرم افزار سيستم عامل MS-DOS اجرا مي شود و علاوه براين از نوع نرم افزار هاي Commond-line است و بر خلاف برخي نرم افزار ها مثل PHASES يا DIPS اين برنامه بدون منو مي باشد و ورسيون تحت ويندوز اين نرم افزار موجود نمي باشد،اين امر باعث شده كه كار با اين نرم افزار وقت گير باشد و نياز به تسلط بر فرامين اين نرم افزار براي كار با آن واجب است.
2- سرعت پايين محاسباتي اين نرم افزار به خصوص در محاسبات براي بلوكهاي تغير شكل پذير و در مدلهايي با بلوكهاي فراوان.(حل يك مساله با حدود 1000 بلوك صلب در يك و نيم ميليون سيكل حدود 4 تا 5 ساعت به طول مي انجامد)
3-گاهي اوقات در هنگام بروز مشكل اين برنامه به جاي صدور پيغام خطا به اصطلاح مي پرد يا از دور خارج مي شود.به عنو.ان مثال مي توان به مشكل همپوشاني (Overlap) بلوكها اشاره كرد.
4- عدم وجود خاصيت Autosave در اين نرم افزار باعث شده تا مشكلاتي در ذخيره محاسبات انجام شده ،در اثر قطع برق يا مشكلات خود برنامه به وجود آيد(دستور Save بايد براي ضبط محاسبات و تحليل ها به كار رود.)
فايل اجرايي اين نرم افزار UDEC.EXE نام دارد و داده ها واطلاعات ورودي بهتر است در يك ويرايشگر متن مثل notepad آماده شود و سپس با پسوند DAT ذخيره گردد تا به هنگام لزوم براي حل مساله فراخواني شود.

لینک مستقیم موقت از رپیدباز:
http://s77.eu.rapidbaz.com/get/_EBJU/ITASCA_UDEC_V4.00.153-LND.zip
لینک کمکی :
http://rapidshare.com/files/135202481/ITASCA_UDEC_V4.00.153-LND.zip.html

[M@hdi42]

http://www.piletest.com/images/pw.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید





توضیحات:
PileWave® was developed by Piletest.com for education and training purposes. It is a simple to use qualitative simulation which lets the user quickly edit a pile shape and view the wave propagation.

PileWave® is protected by copyright lows: You may freely use and distribute PileWave® for private, educational and other non-commercial applications as long as it is not modified in any way. In case of doubt, ask our permission.

لینک دانلود 780 کیلوبایت:
http://www.piletest.com/downloads/PWSetup.exe

منبع (http://www.civilstars.com/Thread-PileWave)
لینک دیگر برای این برنامه:
http://iransaze.com/ftopicp-1721-pilewave.html#1721

[M@hdi42]

منبع : http://www.elme-omran.com
مجموعه ای از نرم افزارهای ژئوتکنیکی مختلف برای دانلود :
Abc.1.01
http://rapidshare.com/files/280201139/Abc.1.01_www.elme-omran.com.rar
Bowels
http://rapidshare.com/files/280201614/Bowels_www.elme-omran.com.rar
Caltrans.Winfoot.1.0
http://rapidshare.com/files/280202398/Caltrans.Winfoot.1.0_www.elme-omran.com.rar
Caltrans.Winrock.1.0
http://rapidshare.com/files/280203057/Caltrans.Winrock.1.0_www.elme-omran.com.rar
CivilTech.Allpile.4.0
http://rapidshare.com/files/280203381/CivilTech.Allpile.4.0_www.elme-omran.com.rar
CivilTech.Liquefy.Pro.3.5
http://rapidshare.com/files/280203599/CivilTech.Liquefy.Pro.3.5_www.elme-omran.com.rar
CivilTech.Shoring.Suite.6.3
http://rapidshare.com/files/280203831/CivilTech.Shoring.Suite.6.3_www.elme-omran.com.rar
CivilTech.Supelog.3.0
http://rapidshare.com/files/280204152/CivilTech.Supelog.3.0_www.elme-omran.com.rar
CivilTech.Supelog.4.1D
http://rapidshare.com/files/280204523/CivilTech.Supelog.4.1D_www.elme-omran.com.rar
CivilTech.Upres.3.0
http://rapidshare.com/files/280204684/CivilTech.Upres.3.0_www.elme-omran.com.rar
CivilTech.VisualLab.2.0
http://rapidshare.com/files/280205110/CivilTech.VisualLab.2.0_www.elme-omran.com.rar
GeotechniCAL.LabSim
http://rapidshare.com/files/280205664/GeotechniCAL.LabSim_www.elme-omran.com.rar
GeotechniCAL.Reference
http://rapidshare.com/files/280205932/GeotechniCAL.Reference_www.elme-omran.com.rar
GeotechniCAL.Spires
http://rapidshare.com/files/280206212/GeotechniCAL.Spires_www.elme-omran.com.rar
GeotechniCAL.SSI
http://rapidshare.com/files/280206951/GeotechniCAL.SSI_www.elme-omran.com.rar
GeotechniCAL.Tutorial
http://rapidshare.com/files/280207568/GeotechniCAL.Tutorial_www.elme-omran.com.rar
GrainMaster.1.2b
http://rapidshare.com/files/280207944/GrainMaster.1.2b_www.elme-omran.com.rar
Liquefy.3.9
http://rapidshare.com/files/280208364/Liquefy.3.9_www.elme-omran.com.rar
Log.2.1
http://rapidshare.com/files/280208776/Log.2.1_www.elme-omran.com.rar
PClass-CPT.3.0
http://rapidshare.com/files/280210215/PClass-CPT.3.0_www.elme-omran.com.rar
Plane.Failure.Analyze.1.0
http://rapidshare.com/files/280211008/Plane.Failure.Analyze.1.0_www.elme-omran.com.rar
PSlope.0.94
http://rapidshare.com/files/280211631/PSlope.0.94_www.elme-omran.com.rar
Shaft98
http://rapidshare.com/files/280212448/Shaft98_www.elme-omran.com.rar
SID.5.51
http://rapidshare.com/files/280214557/SID.5.51_www.elme-omran.com.rar
SoilTests.1.0
http://rapidshare.com/files/280215092/SoilTests.1.0_www.elme-omran.com.rar
SPT97.1.0
http://rapidshare.com/files/280215488/SPT97.1.0_www.elme-omran.com.rar
SPT.1.3
http://rapidshare.com/files/280215819/SPT.1.3_www.elme-omran.com.rar
Stone.Column.2.1
http://rapidshare.com/files/280216205/Stone.Column.2.1_www.elme-omran.com.rar
Vdrain.3.0.2
http://rapidshare.com/files/280217315/Vdrain.3.0.2_www.elme-omran.com.rar
Wedge.Failure.Analyze.1.0
http://rapidshare.com/files/280200641/Wedge.Failure.Analyze.1.0_www.elme-omran.com.rar
اگر به پسورد نیاز داشتید احتمالاً پسورد www.elme-omran.com (http://www.elme-omran.com) خواهد بود

[M@hdi42]

چند نرم افزار ژئوتکنیکی هم به نقل از سایت دکتر کشاورز :

دانلود برنامه‌های تحلیل پاسخ زمین:
برنامه DeepSoil برنامه‌ای بسیار خوب برای تحلیل خطی معادل و غیرخطی (پس از ثبت نام می توانید دانلود کنید)
http://illinois.edu/~deepsoil (http://illinois.edu/%7Edeepsoil)
برنامه تحلیل به روش خطی معادل EERA و تحلیل به روش غیرخطی NERA
http://aminkeshavarz.ir/software/Bardet_EERA_NERA.rar
منبع برای معرفی لینکهای بالا : http://keshavarz.org/modules/content/index.php?id=2

[M@hdi42]

چند نرم افزار مناسب برای درس مکانیک خاک که توسط سایت دکتر کشاورز معرفی شده است.
منبع :
http://www.prenhall.com/coduto/html/Geotechnical/Software.htm
معرفی لینک :
http://keshavarz.org/modules/content/index.php?id=5
Geotechnical Engineering: Principles and Practices includes the following computer software:

Stress Analysis
STRESSP Geostatic and induced stresses beneath a point load

STRESSL Geostatic and induced stresses beneath a line load

STRESSR Geostatic and induced stresses beneath a rectangular area load

STRESSC Geostatic and induced stresses beneath a circular area load


Settlement
FILLSETT Ultimate consolidation settlement due to weight of a fill

SETTRATE Rate of consolidation settlement due to weight of a fill


Spread Footing Foundations
FOOTING Bearing capacity and settlement of spread footings

This software uses the 32-bit Microsoft Windows operating system (Windows 95, Windows 98, or Windows NT). Additonal system requirements are listed in Appendix C.

This software is available only to owners of the book Geotechnical Engineering: Principles and Practices. It is not freeware, and may not be distributed to others. To install this software, you will need to supply a keyword from the book.



Downloading and Installation Instructions

1. Download the geotechnical analysis software files from the Prentice Hall website by clicking here. Save this self-extracting .zip file to your C: drive.
ftp://ftp.prenhall.com/pub/esm/civil_engineering.s-044/coduto/geotechsoft.exe

2. Double clicking on this file will unzip the files and save them to a new folder, "geotechsoft."

2. Using Windows Explorer, open the "geotechsoft" folder and double-click on setup.exe. The setup routine will then decompress the files and place them in a permanent folder on your hard drive. By default, the files are placed in c:\program files\geotechnical analysis software, but you may choose to place them in some other folder. The setup routine also places an item "Geotechnical Analysis Software" under the Start button - Programs.

3. Click on the Windows Start button, then go to Programs and to Geotechnical Analysis Software. This will start the software. Alternatively, you can use Windows Explorer and double click on c:\program files\geotechnical analysis software\geotechnical analysis software.exe.

4. Delete the "geotechsoft" folder created in Step 2.

5. The first time you run the software, you will be asked to input a keyword from the book. This will complete the installation process. Then follow the instructions on the screen to reach the main menu.



Uninstallation Instructions

To remove the geotechnical analysis software from your computer, click on the Windows Start button, then go to Settings and Control Panel. Once the control panel window appears on the screen, select Add/Remove Programs. Select Geotechnical Analysis Software and click on Add/Remove.

[M@hdi42]

این هم چند فایل تحت اکسل مناسب برای درس مهندسی پی پیشرفته معرفی شده توسط سایت دکتر کشاورز :

Bearing Capacity Of Shallow Foundations
Terzaghi and Vesic Methods
ftp://ftp.prenhall.com/pub/esm/civil_engineering.s-044/coduto/Foundation_Design_2e/spreadsheets/Bearing.zip
Settlement Analysis Of Shallow Foundations
Classical Method
ftp://ftp.prenhall.com/pub/esm/civil_engineering.s-044/coduto/Foundation_Design_2e/spreadsheets/Settlement.zip
Stability Of Cantilever Retaining Walls
ftp://ftp.prenhall.com/pub/esm/civil_engineering.s-044/coduto/Foundation_Design_2e/spreadsheets/Retwall.zip
Settlement Analysis Of Shallow Foundations
Schmertmann Method
ftp://ftp.prenhall.com/pub/esm/civil_engineering.s-044/coduto/Foundation_Design_2e/spreadsheets/Schmertmann.zip

منبع: http://cwx.prenhall.com/bookbind/pubbooks/coduto/chapter0/custom3/deluxe-content.html
معرفی لینک ها :
http://keshavarz.org/modules/content/index.php?id=8

[M@hdi42]

چند نرم افزار دیگر که باز هم توسط سایت دکتر کشاورز معرفی شده است:
منبع : http://www.geologismiki.gr/Freeware.html
SteinN
Calculation of immediate settlements under a rectangular footing on cohesionless materials or unsaturated cohesive soils (according to Steinbrenner and Fox).
لینک دانلود : http://www.edrash.gr/Programms/stein_en.rar

ECBear
Simple bearing capacity calculation for rectangular footing on a single soil layer, according to Eurocode 7 1997-1 (2004)
http://www.edrash.gr/Programms/ECBear.zip

GrainMaster
Beta version of our slope stability program. You can download some verification examples here.
http://www.edrash.gr/Programms/pslope.rar

Bearing
Parametric calculation of soil bearing capacity under a rectangular footing, according to EC7 (prEN 1997-1).
http://www.edrash.gr/Programms/bearing.zip

ANN
An implementation of the back-propagation algorithm to train an artificial neural network.
http://www.edrash.gr/Programms/ann.rar

Responsible
http://www.edrash.gr/Programms/responsible.zip

[M@hdi42]

چند لینک مفید هم برای آزمایشگاه مکانیک خاک به نقل از سایت دکتر کشاورز :
منبع: http://keshavarz.org/modules/content/index.php?id=4
آزمایشگاه مجازی مکانیک خاک. در این سایت بسیار مفید آزمایشهای مرسوم مکانیک خاک با توضیحات کامل همراه با عکس و فیلمهای کوتاه تشریح شده است. همچنین فرمهایی در این سایت برای هر آزمایش وجود دارد که با پر کردن آنها بصورت آنلاین، نتیجه آزمایش محاسبه خواهد شد.
http://www.cooper.edu/classes/eng/vsoil/
* فایل Excel نوشته شده برای تهیه گزارشات حرفه ای آزمایشگاه مکانیک خاک. فایل شامل 8 شیت است و می توانید گزارشات آزمایشات داده بندی، هیدرومتری، پروکتور و درصد رطوبت را تهیه کنید. برنامه می تواند اندازه الک های میانی را که انجام نشده تخمین بزند، خاک را بر اساس سیستم طبقه بندی متحد ASTM D-2484 طبقه بندی کند، درصد ریزدانه ها، شن و ماسه، ضرایب D10, D30, D60, Cc, Cu را محاسبه کند.
http://www.keshavarz.org/modules/rmdp/down.php?id=21
* دستنامه انجام آزمایشهای مکانیک خاک ناشر: انجمن مهندسین ارتش آمریکا
http://www.keshavarz.org/modules/rmdp/down.php?id=103
* مجموعه برنامه های Excel برای آزمایشگاه مکانیک خاک
http://www.keshavarz.org/modules/rmdp/down.php?id=7
* یک برنامه کوچک و مفید در زمینه دانه بندی خاک (جدید)
http://www.edrash.gr/Programms/grainm.rar

[M@hdi42]

دانلود نرم افزار LimitState GEO v2.0.e.10879



http://www.limitstate.com/files/pictures/GEO_Screenshot.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید





توضیحات:
LimitState: GEO is the revolutionary geotechnical stability analysis software that can be used to rapidly determine the critical failure mechanism and margin of safety for any type of problem, including those involving: slope stability, retaining walls, deep excavations, reinforced earth, foundations, rock slopes, seismic forces, soil-structure interaction problems.



لینک دانلود:

http://rapidshare.com/files/391236209/LimitState.Ltd.Geo.v2.0.e.10879.rar
http://hotfile.com/dl/44572872/9975c07/LimitState.Ltd.Geo.v2.0.e.10879.rar.html
http://uploading.com/files/5mf195c5/LimitState.Ltd.Geo.v2.0.e.10879.rar/
http://www.fileserve.com/file/dFheDRT/LimitState.Ltd.Geo.v2.0.e.10879.rar



منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-LimitState-GEO-v2-0-e-10879)
mirror:
http://file2web.com/759CivilEA_LimitState_Geo.v2.0 .rar
http://www.2shared.com/file/146d2dE9/PIP_Standards_CIVIL.html
http://www.gigasize.com/get/59q62cc9rlb
http://www.filebig.net/files/pfJiWYwNdm
http://jumbofiles.com/1i5go552vila
http://www.shragle.com/files/5368527e/CivilEA_LimitState_Geo.v2.0%2B.rar
http://www.bufiles.com/56v30i38ndz8.html
http://www.duckload.com/download/5661226/CivilEA_LimitState_Geo.v2.0_.rar
http://turbobit.net/y5f2addp6zwe.html
http://www.filesonic.com/file/984847074/CivilEA_LimitState_Geo.v2.0_.rar
http://turboupload.com/26jnepnuoxcm
منبع :
http://forum.civilea.com/Thread-limitstate-geo-v2-0?pid=62952#pid62952

[M@hdi42]

دانلود نرم افزار ITASCA FLAC 2D V5.0.355
http://www.integ.com.tw/itasca/img/f.gif

توضیحات:
FLAC (Fast Lagrangian Analysis of Continua) is a powerful two-dimensional continuum code for modeling soil, rock and structural behavior. Used interactively or in batch mode, FLAC is a general analysis and design tool for geotechnical, civil, and mining engineers that can be applied to a broad range of problems in engineering studies. The explicit finite difference formulation of the code makes FLAC ideally suited for modeling geomechanical problems that consist of several stages, such as sequential excavation, backfilling and loading The formulation can accommodate large displacements and strains and non- linear material behavior, even if yield or failure occurs over a large area or if total collapse occurs.

MAIN FEATURES

* Large strain simulation of continua, with optional interfaces
* Explicit solution scheme, giving a stable solution to unstable physical processes
* Library of constitutive models
* Statistical distribution of any property
* Structural elements (including non-linear cables), with general coupling to the continuum, shell elements in FLAC3D
* Built-in language to add user defined features (FISH)
* Groundwater flow with full coupling to mechanical calculations.

OPTION

* Dynamic Analysis - allows modeling of the full dynamic response of a system to be simulated in the time domain
* Thermal Analysis - allows the simulationof transient heat conduction in materials and the development of thermally induced displacement and stress
* Creep Analysis - can be used to simulate the behavior of materials that exhibit creep, that is, time-dependent material behavior.

NEW FEATURES

Full Graphics Interface - new graphical interface, the (Graphical Interface for Itasca Codes), makes all features in available by using graphical tools. (The command-line input is still available.) New features in the include: a grid library that helps users create common types of geo-engineering grids (e.g., retaining walls, slopes, tunnels, dams); use of digitized plots or imported graphics files to guide the grid generation graphically; and access to a database of material properties.

All commands that are available to users in previous versions of FLAC are now accessible via menu- and mouse-driven operations in the GIIC. The command-line output of the code is available for viewing via a pane in the GIIC. Through the use of multi-paned windows that may be re-sized or minimized, users can customize the modeling environment to match their individual needs and preferences.

The GIIC is a JAVA-based application that runs independently of the modeling code; data are exchanged directly between FLAC and the GIIC, allowing the user to obtain and manipulate model results without interfering with the solution process. Eventually, all Itasca codes will accessible with the GIIC.

Double-Precision Arithmetic Version - Version 4.0 includes a double-precision executable code as well as a single-precision code. The double-precision version provides more accurate solutions for cases in which the accumulated value of a variable after many thousands of timesteps is much larger than the incremental change in the variable (e.g., an accumulated value for displacement that is roughly six orders of magnitude larger than the incremental value in a creep calculation). The double-precision version is also recommended for models with grids containing zones with coordinates that are large compared to typical zone dimensions.

Two-Phase Flow and Capillary Effects - Available as a new optional feature, Version 4.0 can perform fluid flow and fully coupled simulations in which two immiscible fluids (with optional capillary pressure) are present within a porous medium. Two-phase flow processes and capillary effects have important applications in fields as diverse as the oil industry (gas drive), agriculture (flow in the vadose zone), pollution control, radioactive waste disposal and slope stability. In the FLAC formulation, the two fluids are considered slightly compressible (i.e. spatial variations of densities are neglected). The capillary pressure and relative permeability laws are built-in functions of the van Genuchten form. The non-linear partial differential equations for two-phase flow are solved using an explicit finite difference scheme with upstream weighting technique. The mechanical coupling uses Bishops effective stresses, and solid grains are assumed to be incompressible, as in previous FLAC versions.

Ability to link to other Itasca codes via TCP/IP connection - Data can be passed rapidly between two or more Itasca codes running on the same machine or on separate machines with a network connection. The upcoming versions of PFC and FLAC3D also allow such coupling, and the same facility will exist in new versions of other codes, as they become available. One example application involves embedding a PFC particle assembly within a FLAC grid, thus providing an efficient continuum boundary condition for the PFC assembly. The data transmission between codes is invoked by FISH functions that allow large arrays of data to be exchanged with single function calls.

New Printing and Movie Facilities - Version 4.0 can generate graphics files in several industry standard formats: BMP, EMF, JPEG, DXF and PCX in addition to PostScript. These formats are invoked through the SET plot command. Also, a new movie viewer program (MOVIE.EXE) is provided as a Windows application. The MOVIE command now works with the Windows version of FLAC and controls the capture of screen plots as a set of PCX images that are viewed with MOVIE.EXE.

لینک دانلود:
http://rapidshare.com/files/135202478/ITASCA_FLAC_V5.0.355-LND.zip.html

[M@hdi42]

برنامه تحت اکسل Pile Cap
برنامه تحت اکسل Pile_Cap را از لینک زیر دانلود و کنترل نمایید...

دانلود
http://www.4shared.com/file/auBaYlP4/Design_of_Pile_Cap.html

[M@hdi42]

دانلود نرم افزار های طراحی شمع allpile and Lpile



http://www.civiltechsoftware.com/software/img/allpile_large.jpg










http://www.civiltechsoftware.com/software/img/all_group.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.civiltechsoftware.com/software/img/all_profile.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.civiltechsoftware.com/software/img/all_tower.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید





توضیحات:
AllPile is a Windows-based analysis program that handles virtually all types of piles, including steel pipes, H-piles, pre-cast concrete piles, auger-cast piles, drilled shafts, timber piles, jetted piles, tapered piles, piers with bell, micropiles (minipiles), uplift anchors, uplift plate, and shallow foundations.

One of the major advantages AllPile has over other pile software is that it combines most pile analyses in a single program. It calculates compression (with settlement), uplift, lateral capacity, and group analysis all together. Users only need to input the data once instead of several times in different programs. AllPile makes pile analysis easy, economical and time-efficient.

AllPile is suitable for all engineers, even those without too much pile analysis experience. It helps structural engineers choose soil parameters, and geotechnical engineers choose pile properties. AllPile is a must-have tool for structural, geotechnical, and construction engineers.

CALCULATION METHOD

* Vertical analysis is based on the approaches and methods recommended in FHWA, AASHTO, and NAVY DM-7 (NAVFAC) manuals. The compression capacity is the combination of skin friction and tip resistance. The uplift capacity is the sum of skin friction and pile weight.
* Lateral analysis uses the finite-difference method to model soil-structure interaction. Under lateral loading, pile shaft deflects and pushes the adjacent soils. Therefore, lateral resistance (pressure) is generated between soils and pile. By integration of lateral pressure, shear, moment, rotation, and deflection, the pile and soil interaction and behavior are analyzed. This is the same method used in COM624 program of FHWA. Comparing COM624, Allpile provides great user-friendly interface, additional features, and improvements. AllPile creates a COM624 input file and output. The input and output files can be directly viewed and printed. For comparison, you can directly run COM624 of HFWA yourself using the input files created by AllPile. AllPile is also comparable with Lpile (© Ensoft Inc.), which is also based on COM624. In our tests, AllPile generates very similar results as Lpile or COM624.
(Download COM624: You can go to FHWA's web site to download a DOS version of COM624P by clicking here. Users have to read and agree the FHWA's term and conditions before download the software.)
* Group analysis is based on matrix method for pile group under vertical, lateral, moment, and torsion loading. It analyzes settlement, rotation, and deflection of pile cap and each pile's behaves under group condition. Group analysis only handles symmetrical pile layout with one type of pile.
* Shallow foundations are for foundation under vertical, lateral, and moment loading. Bearing capacity, settlement and rotation are calculated. The method is recommended in "Principles of Foundation Engineering" Braja M. Das.
* Shaft analysis can handle large size drilled shaft with or without belled bottom. The method is based on "Construction Procedures and Design Method" recommended by FHWA .

KEY FEATURES

* Smart Data Find � Users only need to input N-value (SPT) or CPT and let program find the remaining data, such as friction, cohesion, density, subgrade reaction coefficient, and P-y parameters. For users with limited field data, it is very useful feature..
* Graphical Input � The sliding bar and graphical interface change simultaneously with the inputs to illustrate the pile profile. Pile head and load are graphically presented to help users to input data quickly and accurately.
*
* Three Ways to Input - 1. Input N value (SPT or CPT) only and program find all other parameters; 2. Input soil parameters such as C, and friction.. 3. Input End bearing and Side friction (vertical) or p-y (lateral). Vertical Capacity � The program evaluates the uplift and compression capacity of the pile. Program provides t-z, and q-w analysis.
* Settlement � The program calculates pile settlement based on point load, skin friction, and shaft compression. It provides Load-Settlement curves.
* Point of Fixity � AllPile determines the Point of Fixity and Stiffness of the pile.
*
* Stiffness, K � AllPile determines pile stiffness for rotation, lateral and vertical deflections. Lateral Capacity � AllPile performs lateral analysis under different head-load boundary conditions. Deflection, moment, and shear along the entire length of the pile are presented graphically in the report. Program provides p-y analysis.
* Group Piles Analysis � Both vertical and lateral analyses handle group piles. The loads can be vertical, compression, uplift, shear, and moment. The program calculates lateral movement, rotation, and settlement of the pile cap.
* Tower Foundation � Analysis of foundation for transmission towers, wireless antennas, telephone and signal poles, etc.
* Batter Piles and Sloped Ground � The program can handle batter piles and sloped ground.
* Seismic and Static Conditions � Circular and static load conditions can be selected in the lateral analysis.
* Negative Friction � The program computes the downdrag force formed by settlement of soft layers.
* Zero Friction � AllPile handles no-friction sections of the pile, such as tieback free bond length.
* Section Calculation � The program calculates the section properties for reinforced or hollow piles. It has a built-in database for all available W and H steel piles.
* Graphical Presentation � AllPile presents the results using high quality graphics, which can be inserted directly into a report. Users can customize the format of the report.
* Export to EXCEL � AllPile results can be exported to MS-EXCEL graphics and reports by a few mouse clicks. Users can modify the reports and graphics easily.
* English and Metric Units � The program accommodates both English and metric units.
* Shallow Footing � Shallow footing under vertical, and lateral loads (moment and shear) Analysis includes settlement, rotation, and sliding.
* HFWA SHAFT analysis � Using FHWA-IF-99 method for drilled shaft with bell or without bell, including settlement, top rotation, and slope analysis.

WHAT'S NEW IN VERSION 7

AllPile Version 7 has significant improvements and upgrades from previous versions:

* "Group" piles can handle moment and torsion in addition to vertical and lateral forces.
* V7 can analyze tower foundations for transmission towers, wireless antennas, telephone and signal poles, etc.
* V7 adds the SHAFT method for drilled shafts with bell based on publication FHWA-IF-99.
* V7 performs shallow foundation analysis for vertical, lateral, overturning, and settlement.
* In vertical analysis, the program provides comprehensive settlement analysis with graphs of settlement vs. skin and tip resistance.
* The program provides t-z, q-w analysis and output for vertical analysis.
* In lateral analysis, improved lateral analysis code helps the program run more smoothly.
* V7 provides p-y input and output for lateral analysis.
* The program has improved uplift analysis for uplift anchor and uplift plate.
* The user can save setup data along with the pile file.
* V7 has an improved pile section calculation that lets the user calculate necessary properties based on the number of bars in concrete pile and thickness of the pipe pile.
* Three Ways to Input - 1. Input N value (SPT or CPT) only and program find all other parameters; 2. Input soil parameters such as C, and friction.. 3. Input End bearing and Side friction (vertical) or p-y (lateral).
لینک های دانلود:
http://www.4shared.com/file/175399476/ccc45696/Allpile_v73B_.html
و
http://www.4shared.com/file/175399466/d5df67d7/LPILE_PLUS_V4.html
دانلود نرم افزار های طراحی شمع allpile and Lpile
نسخه پرتابل ( قابل حمل}
http://www.4shared.com/file/sccg7vFA/Portable_Allpile_v73B.html
http://www.4shared.com/file/JIYOucOG/Portable_LPILE_PLUS_V4.html
منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D9%87%D8%A7%DB%8C-%D8%B7%D8%B1%D8%A7%D8%AD%DB%8C-%D8%B4%D9%85%D8%B9-allpile-and-Lpile)

[M@hdi42]

یکی از لینک ها از قلم افتاده اون لینک بالایی که شما قرار دادید لینک کرکه این لینک آپدیت از 8.2 به 8.5
http://rapidshare.com/files/113239133/P85.rar.html

نسخه پرتابل برنامه بدون نیاز به نصب و طی مراحل یادشده
http://rapidshare.com/files/135600659/Portable_P_85.rar.html
_________________

[M@hdi42]

دانلود پک کامل GeoStudio 2004 v6.02 همراه با کرک
منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%BE%DA%A9-%DA%A9%D8%A7%D9%85%D9%84-GeoStudio-2004-v6-02-%D9%87%D9%85%D8%B1%D8%A7%D9%87-%D8%A8%D8%A7-%DA%A9%D8%B1%DA%A9)



http://www.img.upnload.com/images/9i4ra46pxts57t8jv3po.png


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.img.upnload.com/images/d248om4i8bepe4r0l3z.png


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




توضیحات:

Description:
‪GeoStudio 2004 is a new integrated tool for running GEO-SLOPE’s leading suite of geotechnical modeling software products: SLOPE/W, SEEP/W, SIGMA/W, QUAKE/W, CTRAN/W, TEMP/W, and VADOSE/W.

SLOPE/W 2004 for slope stability analysis

SEEP/W 2004 for groundwater seepage analysis

SIGMA/W 2004 for stress-deformation analysis

QUAKE/W 2004 for dynamic earthquake analysis

TEMP/W 2004 for geothermal analysis

CTRAN/W 2004 for contaminant transport analysis

VADOSE/W 2004 for vadose zone & soil cover analysis

دانلود برنامه :

http://rapidshare.com/files/13619152/GEOSLOPE.GEOSTUDIO.2004.V602.zip.html

کرک:
http://www.box.net/shared/80ag2d8umi

[M@hdi42]

نرم افزار آنالیز پایداری شیروانی های سنگی RockWare.RockPack.III.v3.1
منبع (http://www.civilstars.com/Thread-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%A2%D9%86%D8%A7%D9%84%DB%8C%D8%B2-%D9%BE%D8%A7%DB%8C%D8%AF%D8%A7%D8%B1%DB%8C-%D8%B4%DB%8C%D8%B1%D9%88%D8%A7%D9%86%DB%8C-%D9%87%D8%A7%DB%8C-%D8%B3%D9%86%DA%AF%DB%8C-RockWare-RockPack-III-v3-1)



http://www.rockware.com/assets/products/119/overview/lobby/rkpkdemob.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید





توضیحات:

RockPack III is a package of programs useful for all phases of rock slope analysis and design where stability is controlled by the orientations and characteristics of rock mass discontinuities (joints, bedding, foliations, faults, etc). RockPack III is applicable to practically all rock excavations, including highway roadcuts, quarries, mines, and building excavations.

RockPack III is designed to support the user from data collection through geologic analysis by stereonet to safety factor calculations by limit equilibrium methods and finally to slope design and design of artificial support if required. Capabilities include computerized field data collection, stereonet analyses to identify possible failure types, safety factor calculations for potential failures, and design of rockbolt or cable support, to mention only a few.

لینک دانلود همراه کرک:
http://www.4shared.com/file/140029844/2d0ef6e6/RockWareRockPackIIIv31.html
یا
http://www.4shared-china.com/file/140029844/2d0ef6e6/RockWareRockPackIIIv31.html
به سایت زیر هم سری بزنید...

http://www.filecrop.com/rockware-rockworks-14.html

[M@hdi42]

دانلود نرم افزار LSTC_LS-DYNA جهت مدل کردن ضربه و انفجار (جدیدترین نسخهٔ V9.71)
منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-LSTC-LS-DYNA-%D8%AC%D9%87%D8%AA-%D9%85%D8%AF%D9%84-%DA%A9%D8%B1%D8%AF%D9%86-%D8%B6%D8%B1%D8%A8%D9%87-%D9%88-%D8%A7%D9%86%D9%81%D8%AC%D8%A7%D8%B1-%D8%AC%D8%AF%DB%8C%D8%AF%D8%AA%D8%B1%DB%8C%D9%86-%D9%86%D8%B3%D8%AE%D9%87%D9%94-V9-71)
http://rapidshare.com/files/328291909/LSTC_LS-DYNA_V9.71_WIN32-LND.part1.rar
http://rapidshare.com/files/328295527/LSTC_LS-DYNA_V9.71_WIN32-LND.part2.rar
or

http://www.megaupload.com/?d=RG4PJ7HL
http://www.megaupload.com/?d=1KKGACV8

or
http://hotfile.com/dl/22522976/bf32c20/LSTC_LS-DYNA_V9.71_WIN32-LND.part1.rar
http://hotfile.com/dl/22523008/0135f8d/LSTC_LS-DYNA_V9.71_WIN32-LND.part2.rar
نقل قول:
http://lsdyna-autodyn.persianblog.ir/post/2

آشنایی با نرم افزارهای LS-Dyna و AUTODYN

امروزه روشهای عددی در کنار روشهای تحلیلی و تجربی کمک زیادی به حل مسائل و شناخت پدیده های فیزیکی می نماید. پدیده هایی که در طی فرایندهای دینامیکی با سرعت بالا اتفاق می افتد معمولا در تستهای تجربی به سختی قابل مشاهده و ثبت هستند. در حالی که در یک تحلیل عددی معمولا کل فرایند را می توان شبیه سازی نمود. هیدروکدها ابزارهای محاسباتی از علم مکانیک محیطهای پیوسته می باشند که برای شبیه سازی پاسخ مواد جامد وسیال در برابر بارهای دینامیکی (ضربه و انفجار) بکار می روند.

یکی از هیدروکدهای معروف,
نرم افزار LS-Dyna میباشد که قابلیتهای بسیار بالایی در حل مسائل دینامیکی غیر خطی دارد. توان بالای این کد در تحلیل مسائل دتونیشن(Detonation), انتشار امواج شوک, شکل دهی فلزات با تغییر شکلهای زیاد, برخورد اجسام, نفوذ پرتابه در هدف و ...و با داشتن تقریبا 200 نوع مدل ماده و 13 نوع معادله حالت و انواع روشهای تماس سطوح (contact), این کد را به یکی از قویترین نرم افزارهای مهندسی تبدیل کرده است که می تواند در بسیاری از مسائل انفجار و ضربه مورد استفاده قرار گیرد. قابل ذکر است علیرغم این قابلیتها, این نرم افزار همچون سایر نرم افزارهای مهندسی به تنهایی نمی تواند شناخت دقیقی از پدیده های فیزیکی بدهد. انتخاب نوع مدل ماده و معادله حالت مناسب , داشتن اطلاعات مربوط به خواص مواد و پارامترهای مورد نیاز در مدل ماده و معادلة حالت, شرایط اولیه و مرزی, تعریف مناسب سطوح تماس و ... ایجاب میکند که این روشهای عددی در کنار نتایج تجربی مورد استفاده قرار گیرد. نوع روش حل نیز تاثیر بسزایی در نتایج حاصله دارد. روشهای حل لاگرانژی, اویلری, کوپل لاگرانژی- اویلری, MMALE, SMALE و SPH را می توان بکار برد که هر کدام دارای مزایا و معایبی هستند. برای انتخاب روش حل مناسب بایستی با توجه به نوع مساله روش مناسب را انتخاب نمود. تحلیلهای عددی کمک مهمی در انجام تستهای مفید کرده و نتایج تستهای تجربی نیز داده های صحیح تری برای شبیه سازی عددی میدهد و با جلو رفتن هر دو روش در کنار هم میتوان به شناخت خوبی از پدیده رسید .

یکی دیگر از هیدروکدهای قدرتمند در حل مسائل دینامیکی غیر خطی, نرم افزار AUTODYN می باشد. با استفاده از این نرم افزار می توان انواع مسائل انفجار و ضربه را شبیه سازی نموده و نتایج با دقت قابل قبولی از آن گرفت. در این نرم افزار نیز از انواع روشهای حل لاگرانژی, اویلری, کوپل لاگرانژی- اویلری, MMALE ,SMALE و SPH می توان استفاده کرد.

[M@hdi42]

WALLAP 5.0.3 - GEOSOLVE
منبع (http://www.civilstars.com/Thread-WALLAP-5-0-3-GEOSOLVE)
WALLAP version 5 operates on all Windows systems. Program files occupy about 1.5Mb of disk space. Operation of the program requires about 10Mb off RAM.

Link :
http://www.4shared.com/dir/20536560/a0c4c63e/Wallap_v503.html
or
http://www.4shared.com/file/fiu_Bda1/Wallap_v503.html

[M@hdi42]

دانلود نرم افزار تحلیل و طراحی شمع LPILE Plus v5.0.39
منبع (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%AA%D8%AD%D9%84%DB%8C%D9%84-%D9%88-%D8%B7%D8%B1%D8%A7%D8%AD%DB%8C-%D8%B4%D9%85%D8%B9-LPILE-Plus-v5-0-39)



http://www.ensoftinc.com/new-jaa/products/lpilep5/web-LP-2.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.ensoftinc.com/new-jaa/products/lpilep5/web-LP-6.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید






توضیحات:

LPILE Plus is a special purpose program based on rational procedures for analyzing a pile under lateral loading. The program computes deflection, shear, bending moment, and soil response with respect to depth in nonlinear soils. Components of the stiffness matrix at the pile head may be computed internally by the program to help the users in their super-structure analysis. Several pile lengths may be automatically checked by the program in order to help the user produce a design with an optimum pile penetration.

Soil behavior is modeled with p-y curves internally generated by the computer program following published recommendations for various types of soils; alternatively, the user can manually introduce other p-y curves. Special procedures are programmed for developing p-y curves for layered soils and for rocks.

Several types of pile-head boundary conditions may be selected, and the properties of the pile can also vary as a function of depth. LPILE Plus has capabilities to compute the ultimate-moment capacity of a pile's section and can provide design information for rebar arrangement. The user may optionally ask the program to generate and take into account nonlinear values of flexural stiffness (EI) which are generated internally based on specified pile dimensions, material properties, and cracked/uncracked concrete behavior.

لینک دانلود برنامه:
http://www.ensoftinc.com/updates/lp5-32s.exe
کرک را از پیوست دریافت نمایید

[M@hdi42]

نرم افزار تحلیل و طراحی شمع Fidespilepro
منبع (http://www.civilstars.com/Thread-%D9%86%D8%B1%D9%85-%D8%A7%D9%81%D8%B2%D8%A7%D8%B1-%D8%AA%D8%AD%D9%84%DB%8C%D9%84-%D9%88-%D8%B7%D8%B1%D8%A7%D8%AD%DB%8C-%D8%B4%D9%85%D8%B9-Fidespilepro)
دانلود :
http://www.4shared.com/file/48833297/133b6f3f/FIDpilepropart1.html
http://www.4shared.com/file/48833560/f88f0d6/FIDpilepropart2.html
http://www.4shared.com/file/48833769/75d09c1c/FIDpilepropart3.html
http://www.4shared.com/file/48833937/e5816854/FIDpilepropart4.html
http://www.4shared.com/file/48834081/7d10179c/FIDpilepropart5.html
http://www.4shared.com/file/48834267/9744b49/FIDpilepropart6.html
http://www.4shared.com/file/48834378/81120dae/FIDpilepropart7.html
توضیحات نصب:

FlexLMSetup.exe را اجرا و مراحل نصب را تا به پایان ادامه دهید فایل fides-server.dat را از پوشه کرک به محلی که برنامه FlexLM را نصب کردید کپی کنید در صورتی که مسیر نصب را تغییر نداده باشید باید این فایل را در :
C:\Program Files\FIDES_2004\FlexLM
کپی کنید
حالا می توانید برنامه را نصب کنید، بعد از نصب برنامه فایل license.lic را به محلی که برنامه را نصب کردید کپی کنید C:\Program Files\FIDES_2004\fides_Shared
، سیستم تان را مجدد راه اندازی کرده و برنامه را اجرا کنید .
منبع
http://construction.blogfa.com/

[M@hdi42]

GEO-SLOPE Seep 3D v.1.15
http://forum.civilea.com/showthread.php?tid=15371&pid=52521#pid52521
http://www.4shared.com/file/JszUYv3w/Seep3D_v112.html
http://www.mediafire.com/?gdzl2ffcy9c0lg5
I've also found a medecine but it's for version 1.15 of Seep3d and don't works with version 1.12, here's the download link:
http://www.4shared.com/file/5i3oqDFo/Geoslope_Seep3D_v115.html

[M@hdi42]

WALLAP V.5.0.3
http://forum.civilea.com/showthread.php?tid=3904&pid=53140#pid53140
http://pic.civilea.com/images/ib0pv0c07cad52rvyo3.gif
info:
Key Features

Cantilever walls
Anchored walls
Strutted excavations
Sheet pile walls
RC Diaphragm walls
Factor of Safety calculation in accordance with
Eurocode 7 and BS 8002
Bending moments and wall displacements calculated by finite
element analysis
Construction sequence and Berm excavation modelled
Soil arching and Soil-wall gap modelled
Non-linear elastic/plastic soil model
Hydrostatic or non-hydrostatic water pressures. Automatic water pressure balancing option
Uniform or variable surcharges applied at or below ground level
Structural loads applied to the wall
Fully automatic calculation of earth pressures
Simple data input with interactive Help
Hot Keys for instant Help, Error reporting, Data plot and
Summary output
Free choice of units
Graphical output of data and results
Fully documented
WALLAP is a powerful, fast and user-friendly program for analysing the stability of cantilevered and propped retaining walls. WALLAP is suitable for the analysis of both temporary works, such as sheet pile walls, and permanent works such as reinforced concrete diaphragm walls and contiguous bored pile walls.

Factors of safety are computed according to standard codes of practice while wall displacements and bending moments are calculated by a finite element analysis which models the actual sequence of construction of the wall. Earth pressures are calculated automatically from basic soil properties.

The strata profile consists of up to 40 soil types with hydrostatic or non-linear water pressure distributions. Surcharges may be applied and removed while struts and anchors may be installed and removed. The program is menu driven with context sensitive Help and on-line access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results.

Methods of Analysis

WALLAP offers two separate types of analysis within the one program:
Limit Equilibrium Analysis
Calculation of Factors of Safety according to one of the
following methods:


BS 8002 (Burland-Potts)

Eurocode 7 (Strength factor method)

British Standard Code of Practice No.2

BSC Piling Handbook

Bending moment and Displacement Analysis
Modelling of the stage by stage development of forces and wall movements as construction proceeds. The wall and soil are modelled as a beam and springs. Two spring models are available:

Subgrade reaction analysis (for routine design)
2-D Finite element analysis (for a more rigorous approach)

Modelling the Construction Sequence

The following types of construction activity may be specified and combined in any order so as to model the construction sequence:


Excavate (including berms)
Fill
Change water pressures
Install and remove struts or anchors
Apply and remove surcharges
Apply loads to the wall
Apply rotational restraints to the wall
Change soil properties
Change wall stiffness

Soil Properties

A maximum of 40 different soil types can be defined including:


Cohesive / cohesionless
Drained / undrained
Normally / over-consolidated
Soil strength is defined in terms of Ka, Kac, Kp, Kpc and cohesion. There is a Help facility to derive Ka etc.. from soil, wall friction and backfill angles.
Soil stiffness is expressed in terms of Young's modulus and Poisson's ratio.
Optional soil properties include:

Linear variations of cohesion and modulus with depth.
Arching active behaviour
Simple non-linear elastic soil model

Struts and Anchors

Struts or anchors can be installed at up to 40 levels and may be pre-stressed. Struts can also be removed after installation.

Water Pressures

Hydrostatic or non-hydrostatic Water Pressure Profiles may be defined on both sides of the wall, to model a variety of complex conditions including:


Seepage
Submerged ground
Perched water tables
Uplift pressures under structures.
Automatic water pressure balancing option. This offers a convenient way of balancing water pressures at the toe of the wall by assuming a linear variation of piezometric head between the water levels either side of the wall.

Surcharges

Surcharges can be applied at or below ground level on the active or passive side of the wall. All surcharges are defined over a rectangular loaded area. Ramp surcharges can be defined i.e. Surcharge magnitude may vary linearly with distance from the wall.

Loads and Restraints

Horizontal and moment loads may be applied to the wall. Rotational spring restraints may be applied at any elevation in order to model the effect of floor slabs which are built into the wall.


Data Input and Editing

Data entry is menu driven. Data values are checked for permissible ranges. A list of data Errors and Warnings is displayed if unacceptable or inappropriate data combinations are detected. Data can be checked visually at any time during data entry or editing.
Units
Data may be entered in any consistent set of units e.g. (kN,m), (lb,feet). All print-out from the program is automatically annotated in the appropriate units.

Output from the Program

Output from the program consists of the following:

Listing of input data
Output at selected stages of:
- Factors of safety
- Bending moments and shear forces
- Wall pressures
- Displacements
- Strut/anchor forces
Summary output of:
- Factors of Safety at each stage
- Strut forces at each stage
- Maximum/minimum bending moment and displacement at each stage
- Cumulative bending moment and shear force envelopes
- Cumulative displacement envelope
Output to an Excel spreadsheet
- Tabulated results for selected stages can be sent to an .xls file

Graphics

Data and results are displayed in graphical form either on the screen or in hard copy. Graphical display of the data shows:

The soil profile,
Water pressure profiles,
Surcharges,
Applied loads/restraints,
Strut positions,
Boundary conditions.
Results are displayed in the form of:
Bending moment diagrams,
Shear force diagrams,
Wall pressure diagrams,
Wall displacement diagrams.

Hot Keys

Special Hot Keys give instant access to Help facilities, Error reporting, Data plotting (during edit) and Summary output (during analysis).

Help

Help is provided at two levels:- Press F1 at any time for context sensitive help on data entry or current activity. Press Alt+H at any time to use the Help Index. Subjects covered include advice on the selection of values of earth pressure coefficients and soil modulus.

Hardware Requirements

WALLAP version 5 operates on all Windows systems. Program files occupy about 1.5Mb of disk space. Operation of the program requires about 10Mb off RAM.




http://pic.civilea.com/images/ri7nlwazyu8flvtool2.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://www.4shared.com/dir/20536560/a0c4c63e/Wallap_v503.html
This is the demo version of WALLAP V5.04. If you guys are interesting, please download by using the following link.
http://www.filesonic.com/file/64369528/wtrc08110132en.exe
or
http://www.fileserve.com/file/DFqMucJ/wtrc08110132en.exe

Medicine:
http://www.filesonic.com/file/64368815/WC8.rar
Password: FromCivilEA

[M@hdi42]

PLAXIS V9.02 INSTALL ONLY
http://forum.civilea.com/showthread.php?tid=16284
Install files only for PLAXIS V9.02
http://rapidshare.com/files/418008915/PLX2DV9.02.part1.rar.html
http://rapidshare.com/files/418006817/PLX2DV9.02.part2.rar.html
Password: asumi
Mirror links:
Part 1:
http://www.4shared.com/file/0-EOPMyK/Plaxis_2D_V902zip.html
Part 2:
http://www.4shared.com/file/bi2j7_W4/Plaxis_2D_V902zip.html

[M@hdi42]

GAEA Winfence 2.15
http://forum.civilea.com/showthread.php?tid=7591&pid=53605#pid53605
WinFence can be used to graphically create detailed, full-color, cross-sections and fence diagrams quickly and easily. The program can be used to interpret and map soil and rock layers, contamination, fossils, minerals and hydrocarbons.

Cross-sections are created by specifying the pathline on a location map for the project. The location map shows all of the wells entered in WinLoG and any existing cross-sections specified in the project. WinFence shares the same database as WinLoG, and can be used to access and plot the borehole data entered in WinLoG.

When the cross-section is created the strata can be automatically generated using the program’s built-in intelligence or they can be created manually. This is done using artificial intelligence (AI) built-into the program. When determining how to connect the strata between boreholes, wells, and intersecting cross-sections the program looks at the similarities in the lithologies, thicknesses, and occurrence of the strata.

A wide variety of strata can be used to create cross-sections. Types of strata that can be used include layers, faults, lenses, intrusions, and alteration zones. Very detailed and complicated stratigraphy can be represented and easily drawn. Layers can contain multiple segments to represent uncomformities and highly faulted zones.

After the cross-section has been created it can be displayed in 3D along with other cross-sections in the project as a fence diagram. Fence diagrams are used to depict the geology and stratigraphy of the subsurface in 3 dimensions.

Typically, fence diagrams show several cross-sections that may intersect as well as boreholes and wells. The 3D fence diagram display can be panned, zoomed, and rotated. The Position of the user and the light source can also be easily moved.

FEATURES
* Strata in cross-sections can be automatically generated by the programs built-in intelligence.

* Fence diagrams can be generated, displayed and printed in 3D.

* Position of the user and light source can be dynamically moved in the 3D fence diagram.

* When creating the fence diagram, you can use all of the cross-sections or specify which ones to use.

* Templates are used to format the fence diagram. The template can be the same as the cross-sections or one setup specifically for the fence diagram.

* Cameras are used to represent the user in 3D space and are used to view the fence diagram from various positions and angles. The positions of the cameras can be easily moved using the Scene Map. There can be one or more cameras in 3D space.

* Shading can be enabled on the fence diagram, by adding a light source. The position of the light source can be adjusted using the Scene Map.

* Graphical Information System (GIS) for displaying and picking boreholes and cross-sections in WinLoG with WinFence. GIS can also display site features and import AutoCAD files.

* Intersecting cross-sections can be displayed on a cross-section.

* Intersecting cross-sections can be used when automatically generating a new cross-sections.

* Deviated boreholes can be displayed on a cross-section.

* Multiple water levels can be drawn on the cross-section. The water level can be drawn automatically using the water levels stored in WinLoG.

* New Quick strata toolbar makes editing strata much easier and quicker.

* Strata from WinLoG project are automatically added to the program.

* Addition of new strata has been made simpler.

* The features (wells, grid, lines, etc.) shown on the location map can be turned on and off in the template.

* Poly-lines can be drawn any where on a cross-section.

* Program can automatically update itself to the most recent version.

* Program has online technical support, where it can email technical support all relevant files and information if there is a problem.

* All of the databases (Project, Project List, Main Database) are automatically backed up and can be easily restored.

* Projects and templates can have passwords assigned to control usage.

* Databases can be compressed and repaired.



http://www.gaea.ca/images/Winfence_Example1_XSec.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.gaea.ca/images/Winfence_Example2_XSec.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.gaea.ca/images/Winfence_Example3_XSec.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.gaea.ca/images/WinFence_Example1_Output.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.gaea.ca/images/Winfence_Example2_Output.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.gaea.ca/images/Winfence_Example3_Output.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Instructions to download (for English browsers):
Click in the arrows:



http://pic.civilea.com/images/61242789535331847369.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Here is a link to Version 2.22
No Password
Installed, worked
see screen shots



http://pic.civilea.com/images/29831989530447222586.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/30145487567783079174.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

[M@hdi42]

GAEA WinFence v2.30‬
http://forum.civilea.com/showthread.php?tid=21673
* Geotechnical Software *
- Easily create detailed cross-sections and fence diagrams -

Size: 44.66 MB



http://pic.civilea.com/images/78689880496151257183.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Cross-Section Extension Module:

WinFence can be used to graphically create detailed, full-color, cross-sections and fence diagrams quickly and easily. The program can be used to interpret and map soil and rock layers, contamination, fossils, minerals and hydrocarbons. After the cross-section had been created it can be displayed in 3D along with other cross-sections in the project as a fence diagram. Fence diagrams are used to depict the geology and stratigraphy of the subsurface in 3 dimensions. Typically, fence diagrams show several cross-sections that may intersect as well as boreholes and wells. The 3D fence diagram display can be panned, zoomed, and rotated. The position of the user and the light source can also be easily moved.

A wide variety of strata can be used to create cross-sections. Types of strata that can be used include layers, faults, lenses, intrusions, and alteration zones (mineralization, contamination, hydrocarbons). Very detailed and complicated stratigraphy can be represented and easily drawn. Layers can contain multiple segments to represent uncomformities and highly faulted zones.

A unique snapping approach can be used to add layer, alteration zone, intrusion, and lense boundaries. This approach allows the boundary of one strata to be fixed to the boundary of another strata. Making the input of strata boundaries quick and accurate. Boundaries can be partially drawn and partially snapped. Snapped boundaries can include one or more different strata. In addition to snapping, strata boundaries can be assigned to the strata above or below.

Projects are displayed using a geographical information system (GIS). The GIS displays a project location map that can be used to display and edit boreholes and cross-sections. In addition, site features and AutoCAD files can also be displayed. The project location map can also be printed to be included with the cross-sections and fence diagrams.

The format of the cross-section is controlled by a template, that can be easily edited and customized. Templates are used to specify the format and position of the cross-section, title bar, legend block, location map, and scale bar. Company logos, bitmaps, text paragraphs, lines, arrows, and rectangles can also be added to templates. Once the template is created it is available to all projects. WinFence comes with several previously created templates, that can be further customized.

WinFence shares the same database as WinLoG, and can be used to access and plot the borehole data entered in WinLoG. Several types of borehole data can be plotted on the cross-sections; including lithologic symbols, sample symbols, core logs, well diagrams, graphs, and geophysical logs. The actual borehole log data can be opened and edited in WinLoG by double-clicking on the borehole in WinFence. WinFence works in conjunction with WinLoG to ensure a seamless exchange of data.
All cross-section data for a project is stored in a Microsoft Access database. This database allows for the quick storage and retrieval of cross-section data and can be interfaced with a variety of other programs. There is no limit to the number of projects and cross-sections that can be stored in the database. The database is setup to work across a network if desired, with each project stored in a separate directory.

Features:

- Strata in cross-sections can be automatically generated by the programs built-in intelligence.
- Fence diagrams can be generated, displayed and printed in 3D.
- Position of the user and light source can be dynamically moved in the 3D fence diagram.
- When creating the fence diagram, you can use all of the cross-sections or specify which ones to use.
- Templates are used to format the fence diagram. The template can be the same as the cross-sections or one setup specifically for the fence diagram.
- Cameras are used to represent the user in 3D space and are used to view the fence diagram from various positions and angles. The positions of the cameras can be easily moved using the Scene Map. There can be one or more cameras in 3D space.
- Shading can be enabled on the fence diagram, by adding a light source. The position of the light source can be adjusted using the Scene Map.
- Graphical Information System (GIS) for displaying and picking boreholes and cross-sections in WinLoG with WinFence. GIS can also display site features and import AutoCAD files.
- Intersecting cross-sections can be displayed on a cross-section.
- Intersecting cross-sections can be used when automatically generating a new cross-sections.
- Deviated boreholes can be displayed on a cross-section.
- Multiple water levels can be drawn on the cross-section. The water level can be drawn automatically using the water levels stored in WinLoG.
- New Quick strata toolbar makes editing strata much easier and quicker.
- Strata from WinLoG project are automatically added to the program.
- Addition of new strata has been made simpler.
- The features (wells, grid, lines, etc.) shown on the location map can be turned on and off in the template.
- Poly-lines can be drawn any where on a cross-section.
- Program can automatically update itself to the most recent version.
- Program has online technical support, where it can email technical support all relevant files and information if there is a problem.
- All of the databases (Project, Project List, Main Database) are automatically backed up and can be easily restored.
- Projects and templates can have passwords assigned to control usage.
- Databases can be compressed and repaired.
OS: Windows ALL
Language: English
Manufactured by: GAEA Technologies Ltd
Current version: 3.0, with significant differences.
http://www.gaeatech.com/en-us/winfence_2.html
http://www.gemsoft.us/WinFence.htm
http://www.mediafire.com/?o5fvus64x78nnu2
Password; www.CiviLEA.com-201142 (http://www.CiviLEA.com-201142)

[M@hdi42]

Geocentrix Repute 2.0.7 - DEMO
http://forum.civilea.com/Thread-geocentrix-repute-2-0
Size: 45 MB
http://pic.civilea.com/images/82835179455944315068.jpg
Repute® provides a rich set of tools for designing/analysing onshore piles, including:
various types of single pile, using current and historical design standards (such as Eurocode 7 & BS 8004)
pile groups under generalized 3-dimensional loading, using linear or non-linear soil models

Demo version, needs medecine
http://www.geocentrix.co.uk/repute/index.html
http://www.4shared.com/file/Y_ftqhaS/Repute2Setup.htm (http://www.4shared.com/file/Y_ftqhaS/Repute2Setup.html)

[M@hdi42]

Geoandsoft Clu_star
http://forum.civilea.com/Thread-geoandsoft-clu-star
CLU_STAR

Cluster and Rock Stability Analysis


CLU-STAR is a program for computerised structural geology data collection and analysis.
The program recognises the discontinuity sets of a rock mass through hierarchical and non-hierarchical clustering procedures derived from the multivariate analysis.

These clustering procedures operate directly on the collected data instead of on their statistical distribution; the results are consequently closer to the geomechanical reality.


The high interactivity of the program offers the operator a better control of the full sequence of operations, as it is possible to choose the clustering level (and hence the dimension of the clusters), as well as the algorithms for the assignment of the joints to the individual discontinuity sets.


Once the joint sets have been determined, the program calculates the safety factor of the rock wedges, considering water pressures, surcharges, rock bolting and seismicity.

The program can also evaluate the anisotropic permeability tensor of the rock mass.

Different outputs are produced both in graphical and tabular form:

the printout of the structural geology data collection sheets;
the projection of the originally collected joint poles onto the stereonet;
complete projection of the results of the cluster analysis: the joint sets, the great circles, the rock wedge safety factors, the slope face and the friction angle circle can be represented on the stereonet;
a rose diagram for the evaluation of the dip direction distribution





http://pic.civilea.com/images/78878650324801346415.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/05176925115529181390.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/60048687568340181244.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://pic.civilea.com/images/60048687568340181244.jpginstallation file (medicine included):

http://www.4shared.com/file/ff30vhHT/CLSTR.html
PASSWORD: *Civil_EA_Best-FORUM*
mirror for above
http://www.mediafire.com/?ny0j284z9chss0q

[M@hdi42]

APILE Plus +Offshore v5.0.14
http://forum.civilea.com/Thread-apile-plus-offshore-v5
The APILE software is used to compute the axial capacity, as a function of depth, of a driven pile in clay, sand, or mixed-soil profiles. The main computational methods used by APILE are those established by the American Petroleum Institute (API) in their manual on recommended practice, API-RP2A. The procedures from API have been adopted by a number of organizations.

In addition to computations based on API-RP2A criteria, APILE offers alternative methods for computing the axial-capacity of driven piles, including: i) U.S. Army Corps of Engineers (USACE) method, ii) U.S. Federal Highway Administration (FHWA) method, iii) the Lambda-Method and iv) the Norwegian Geotechnical Institute (NGI, 1999) method and v) the Imperial College Pile method (ICP and also referred as the Marine Technology Directorate or MTD method, published by Richard Jardine et al in 2005) that are new introductions with APILE Plus v5 Offshore. Both new methods are based on data that APILE Plus v5can read automatically from outputs of Cone Penetration Tests (CPT).

For more information:
http://www.ensoftinc.com/new-jaa/products/apilep5/m_apilep5.html
and
http://forum.civilea.com/Thread-apile-plus-v5-0-10



http://pic.civilea.com/images/52933918249776604807.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Setup+Med:

http://www.4shared.com/file/X8N4Jnfr/APPOv5014.html
password:


کد:


CivilEA++

[M@hdi42]

CPTpro
http://forum.civilea.com/Thread-cptu-software?pid=58750#pid58750
One of the best CPT software for intereting is CPTpro by Geotech.
refer here:
http://www.geotech.eu/index.php/en/cpt-software
http://www.geotech.eu/images/datasheets/new/cpt%20pro.pdf

[M@hdi42]

دانلود Msettle v7.1.3.2
به نقل از سیویل استارز (http://www.civilstars.com/Thread-%D8%AF%D8%A7%D9%86%D9%84%D9%88%D8%AF-Msettle-v7-1-3-2)
http://www.deltaressystems.com/txmpub/images/10601/11070/medium/1139.png
http://www.deltaressystems.com/txmpub/images/10147/11070/medium/1137.png
MSettle
This is MSettle version 7.1. MSettle is a dedicated tool for predicting soil settlements by external loading. MSettle accurately and quickly determines the direct settlement, consolidation and creep along verticals in two-dimensional geometry. GeoDelft has been developing MSettle since 1992. The Dutch Ministry of Transport, Public Works and Water Management (Rijkswaterstaat) sponsored the incorporation of the Isotache model. For more information about MSettle, see the Introduction.

MSettle was developed especially for geotechnical engineers. MSettle’s graphical interactive interface requires just a short training period for novice users. This means that you can focus your skills directly on the input of sound geotechnical data and on the subsequent settlement calculation.

Easy and efficient. MSettle has proved itself to be a powerful tool in the everyday engineering practice of making settlement calculations. MSettle’s graphical user interface allows both frequent and infrequent MSettle users to analyse regular settlement problems extremely quickly.

Complete functionality. MSettle provides a complete functionality for determining settlements for regular two-dimensional problems. You can use well-established and advanced models to calculate primary settlement/swelling, consolidation and secondary creep, with possible influence of vertical drains. You can apply different kinds of external loads: non-uniform, trapeziform, circular, rectangular, uniform and water loads. You can model vertical drains (strips and planes) with optionally enforced underpressure. MSettle creates a comprehensive tabular and graphical output with settlements, stresses and pore pressures at the verticals that you have defined. You can apply an automatic fit on measured settlements, in order to determine improved estimates of the final settlement.

Product integration. MSettle is an integrated component of the M-Series. Therefore, you can directly determine MSettle’s soil parameters from test results by using MCompress. Furthermore you can exchange relevant data with MGeobase (central project database), MStab (stability analysis), MSeep (seepage) and MDrill (directional drilling). MGeobase is used to create and maintain a central project database, containing data on the measurements, geometry and soil properties of several cross-sections. Besides the exchange of input data, MSettle can also export a settled geometry to be used by MStab for stability analysis.

installation+medicine:

http://www.4shared.com/file/fTwwpxYR/msttle.html

[M@hdi42]

Geodelft Mpile v3.9.2.2
http://forum.civilea.com/Thread-geodelft-mpile-v3-9-2
Size: 16.3 MB



http://pic.civilea.com/images/63878385577539694152.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/35895057948417057037.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/82310191887932009811.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




MPile determines the three-dimensional deformations and forces deformation of pile groups, interacting via the pile cap and the soil, as a function of loading. MPile offers for this purpose a unique combination of internationally accepted design rules and special soil interaction models.
History
· Release 1.0 of MPile, containing only the Cap interaction model was released in 1993. In October 1995 the official version 2.0 was released, containing the full set of originally anticipated calculation models.
· Release 2.1 of MPile; December 1995: new features have been added to improve the user-interface and the graphical and numerical output.
· Release 2.2 of June 1996, the magnitude of the load can be varied in succeeding load steps and the cap centre can be situated outside the origin.
· Release 3.1 of November 2000: first Windows version.
· Release 3.2 of July 2001: Plasti-Poulos method added · Release 3.7 of February 2003: Improved iteration process for the Plasti-Poulos method. Improved input and output. Separately licensed modules.

Just read the installation notes from the .nfo file given in the medicine folder.
http://www.deltaressystems.com
http://hotfile.com/dl/114139635/f9fcb0b/geodlft_mpl.rar.html
پسورد :
*Again_CivilEA:)*
Mirror Links:
http://jumbofiles.com/y7jg8ndoork0/Gdlft_Mpl_v3.9.2.2.rar.html
http://www.filesonic.com/file/594056014/Gdlft_Mpl_v3.9.2.2.rar
http://www.fileserve.com/file/wtYzu9N/Gdlft_Mpl_v3.9.2.2.rar
http://rapidshare.com/files/457017113/Gdlft_Mpl_v3.9.2.2.rar
http://www.4shared.com/file/Y-tg63u2/Gdlft_Mpl_v3922.html
http://ifile.it/qc94niy/Gdlft_Mpl_v3.9.2.2.rar
http://www.bufiles.com/6lhsxa8wx8rr.html
RAR password: KCivilEA

[M@hdi42]

GEO5
http://forum.civilea.com/Thread-geo5-by-fine?pid=60868#pid60868
Size: ~90 MB

Here it is!
Download, instal and use patch!
http://www.4shared.com/file/Vp4-YfBu/100106.html
Mirror Links:
http://uploadstore.net/ap523ipuocs2/Geo5.rar.html
http://jumbofiles.com/nb9htlfa2kvx/Geo5.rar.html
http://www.filesonic.com/file/715805801/Geo5.rar
http://www.fileserve.com/file/PdwTU96/Geo5.rar
http://rapidshare.com/files/457793090/Geo5.rar
http://uploading.com/files/4b915ebc/Geo5.rar/
http://www.bufiles.com/5i0vcnu30guh.html
http://www.putshare.com/rb5ajlsdz2mj (http://www.putshare.com/rb5ajlsdz2mj/)

[M@hdi42]

MGeobase v2.9.4.3
http://forum.civilea.com/Thread-mgeobase-v2-9-4-3
Size: 11.1 MB



http://pic.civilea.com/images/07022201620272721379.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/57514388552268096272.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




MGeobase is the time-saving and user-friendly working environment for the MSeries.
MGeobase stores project-based field data and soil parameters, and contains
several power tools to interpret the field data and create soil profiles. All important
M-Series programs can directly access the centrally stored data. MGeobase
connects easily to company databases. The unique batch engine enables the highly
efficient analysis and visualization of large series of cross-sections, and is
especially applicable for the stability and settlements of embankments.
GeoDelft has been developing MGeobase since 1999. See the Introduction
[Chapter 1] for more information about MGeobase.
History
• Release 1.0 (1999) is the first MGeobase version, with storage of CPT data,
2D geometries and soil parameters in a local database (Paradox).
• Release 2.0 (2001) contains an improved user interface for geometry
definition.
• Release 2.7 (2003) uses a new database technology (Interbase), with improved
performance and additional database server support. A new module contains
models for automatic CPT interpretation and easy 1D geometry creation, with
automatic conversion to 2D cross-section geometry.
• Release 2.9 (2004) includes a completely new GIS-based user interface and
major new functionality for CPT interpretation and the construction of
geotechnical profiles. The new batch engine module enables the efficient
analysis and visualization of large series of cross-sections by the M-Series
programs for stability and settlement analysis.


First open the medicine file and then read the instructions given in the tbe.nfo
www.deltaressystems.com (http://www.deltaressystems.com)
http://hotfile.com/dl/114844129/7200eeb/gdlft_gbase.rar.html
medicine included
پسورد :
*CivilEA_is_best*

[M@hdi42]

ENSOFT GROUP v8.0
http://forum.civilea.com/Thread-ensoft-group-8
Size: 38.6 MB


GROUP has been well accepted as an useful design tool for analyzing the behavior of piles in a group subjected to both axial and lateral loadings. The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment in up to three orthogonal axes) applied from any multiple locations in the pile cap to piles arranged in a group. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by the pile cap. The pile cap may settle, translate, and/or rotate and is assumed to act as a rigid body.

The program will generate internally the nonlinear response of the soil, in the form of t-z and q-w curves for axial loading, in the form of p-y curves for lateral loading and in the form of t-r curves for torsional loading. A solution requires iteration to accommodate the nonlinear response of each pile in the group model. Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of geometry and equilibrium of forces between the applied external loads and the reactions of each pile head.

The p-y, t-z, q-w and t-r curves may be generated internally, employing recommendations in technical literature, or may be entered manually by the user. The pile-head forces and movements are introduced into equations that yield the behavior of the pile group in a global coordinate system. The program can internally compute the deflection, bending moment, shear, and soil resistance as a function of depth for each pile.

For closely-spaced piles, the pile-soil-pile interaction can be taken into account by introducing reduction factors for the p-y curves used for each single pile. As an option, the user can ask the program to generate internally some suggestions for p-multipliers to automatically reduce the soil resistance. GROUP is able to generate or lets users specify p-y reduction factors for two orthogonal axes.

The program allows the user to select computations of the required unit side friction at the top and bottom of each soil layer along with a unit tip resistance. The program employs commonly-accepted equations to compute internally the estimated unit side friction and unit tip resistance based on the soil properties that are specified by the user for each soil layer.

Users can also input external nonlinear curves of axial load versus settlement for each pile in the group. Those external curves can be obtained by the user based on load tests or using the Ensoft programs APILE and/or SHAFT.

GROUP v8.0 introduces several enhancements: Use of multiple load cases representing concentrated loads at the pile cap and/or distributed lateral load at the piles; Concentrated loads at the pile cap may be defined at any position; Distributed lateral loads at the piles can be defined by local or global axes; Load combinations can be specified by the user and are set by load factors applied at the defined load cases; Maximum and mini-mum envelopes may be computed for both load cases and load combinations; GROUP v8 can provide flexibility and stiffness matrices (in 2D or 3D models) for different levels of loading.





http://pic.civilea.com/images/26132103115313902221.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/41504050626935075045.jpg


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http://pic.civilea.com/images/51812104092806268610.jpg


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http://www.ensoftinc.com/
http://www.megaupload.com/?d=I61LV4KP
MEDICINE NEEDED
Med for Ensoft Group v8.0.4:
http://www.4shared.com/file/d-jD87Q4/Gv804.html
پسورد :
CivilEA+
لینک کمکی :
http://rapidshare.com/files/444862825/EG_8.rar
پسورد :
civilEA
Ensoft Group v8.0.4 + Medicine

Size: 40,388 KB
لینک کمکی :
http://www.mediafire.com/?0026wlrlxww568s

http://www.4shared.com/file/XHtP1Kdg/EnsGrpv804_CivilEA.html

http://ifile.it/eod1gmq/EnsGrpv804_CivilEA_.zip

http://www.sendspace.com/file/24lkvw

http://www.filefactory.com/file/b52fa7c/n/EnsGrpv804_CivilEA_.zip

http://depositfiles.com/pt/files/72tvbwtlb

http://rapidshare.com/#!download|882l32|444882851|EnsGrpv804_CivilEA_.zi p|41356

http://hotfile.com/dl/99985693/4c06cdc/EnsGrpv804_CivilEA_.zip.html

پسورد :
CivilEA+
Ensoft Group 8.0.8

Size: 40.49 MB
لینک کمکی :
http://rapidshare.com/files/456892770/gp8-32s_8.0.8.exe
NEED MEDICINE
Size: 40 MB
Ensoft Group V 8.0.9 release 14/4/2011

Maybe our colegue struceng can make the medicine for V8.0.4 to work for V8.0.9
لینک کمکی :
https://rapidshare.com/files/457437994/gp8-32s_V8.0.9.exe
NEED MEDICINE
Med for Ensoft Group v8.0.9:
http://www.4shared.com/file/-qT3luB6/G8v809.html

Password:
CivilEA++

Ensoft Group V 8.12

Size: 40.49 MB
http://www.ensoftinc.com/
https://rapidshare.com/files/700844884/gp8-32s_V8.12.exe
NEED MEDICINE
a new version has been released GROUP V8.0.13.

Maybe struceng can make a new crack for this version. Thank you
https://rapidshare.com/files/709027866/gp8-32s_V8.0.13_.exe

[M@hdi42]

Geodelft Mdrill_v4.1.2.3
http://forum.civilea.com/Thread-geodelft-mdrill-v4-1
Size: 20.3 MB



http://pic.civilea.com/images/94023872407714711951.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/14003270434819761749.jpg


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This is MDrill version 4.0. MDrill is a dedicated tool for designing pipelines constructed using the horizontal directional drilling technique (HDD). GeoDelft has been developing MDrill since 1992.
History
The first successful pipeline installation using the HDD technique was carried out under a river in the US. From 1979 onwards, the HDD technique gradually broke through internationally. The first application in The Netherlands was in 1983/1984 for the construction of a gas pipeline under the Buiten IJ in Amsterdam. Unlike conventional construction methods, the HDD technique can be used to construct pipelines without digging trenches and pits – for example, using sag pipes, pipe jacking or microtunneling. And it also significantly shortens the construction time. After the first application of the HDD technique, the NV Nederlandse Gasunie (Dutch Gas Corporation) took the initiative to form a research team to investigate the new construction technique. GeoDelft was a member of that research team, which investigated the construction of two pilot projects in the Netherlands.
The two pilot horizontal directional drillings were carried out in 1985. While the pipeline was being installed, measurements were taken to gain a greater understanding of the behaviour of the soil around the borehole. The results of the research were used to define preliminary guidelines that must be taken into account when designing and constructing pipelines using the HDD method. Since the first pilot projects, a large number of HDD’s have been carried out, and the HDD technique has become a quick and reliable method for constructing cables and pipelines under waterways and other objects. Continuation of the research has led to a greater store of knowledge about soil behaviour, the stresses in the pipes, and the fluid pressures in the borehole. The MDrill computer program was developed on the basis of this knowledge. Version 1.0 was first released in 1995. Some new features, such as the option for performing a strength calculation, were added in 1998. Version 4.0 includes an adapted calculation of maximum allowable mud pressures and an adjusted strength calculation according to the NEN 3650 series.

Just read the instructions given in the tbe.nfo file located at medicine folder
http://www.deltaressystems.com/geo/products
http://www.4shared.com/file/7Yes2emf/geodlft_mdrll.html
medicine included
password:


کد:


*always_civilEA*

[M@hdi42]

QuickRWall v2.1.7
http://forum.civilea.com/Thread-quickrwall-v2-1-7?pid=62012#pid62012
Analysis of retaining walls.

For more information:
www.iesweb.com (http://www.iesweb.com)



http://pic.civilea.com/images/32814096209647270281.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




Setup+Med:
http://www.4shared.com/file/r3O_6wdM/qrwv217.html

Password:
CivilEA++

[M@hdi42]

Elpla GEOTEC Office Professional Edition v9.2.0. Service Pack 1.0
http://forum.civilea.com/Thread-elpla-geotec-office-profession
GEOTEC Office, A package for geotechnical and design engineering
ELPLA Analysis and Design Slab/ Mat foundation
(Manage and analyze soil models.)


Size: 130.19 MB



http://www.pic.civilea.com/images/37913742861722137250.png


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.pic.civilea.com/images/17455062187375911982.png


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http://www.pic.civilea.com/images/17455062187375911982.png


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://www.pic.civilea.com/images/05828284861596741338.png


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offers users a professional and useful package for geotechnical and design engineering
GEOTEC Office is a package for geotechnical and design engineering. The package contains the following programs and tools:

- ELPLA (ELASTIC PLATE): Analyzing footings, rafts, piled rafts, pile groups and foundation groups. ELPLA considers different soil models, especially the three dimensional continuum model that takes into account any number of irregular layers. The program is able to handle the three solutions of flexible, elastic and rigid foundations. ELPLA can also be used to represent the effect of external loads, neighboring foundations, tunneling and the influence of temperature change on the raft.

is a program for analyzing raft foundations of arbitrary shape with the real subsoil model. The mathematical solution of the raft is based on the finite element method. The program can analyze different types of subsoil models, especially the three-dimensional Continuum model that considers any number of irregular layers. A good advantage of this program is the capability to handle the three analyses of flexible, elastic and rigid foundations. In addition, the mesh of the rigid and flexible foundations can be constructed to be analogous to the finite elements mesh of the elastic foundation. Therefore, the three analyses can be compared easily and correctly. ELPLA can also be used to represent the effect of external loads, neighboring foundations, tunneling and the influence of the temperature difference on the raf

The program package ELPLA consists of 7 separate programs. The seven separate programs can be run independently. The names and short descriptions of the seven separate programs are:

• ELPLA-Boring: Editing and displaying of boring layers
• ELPLA-Data: Editing the Project data
• ELPLA-Graphic: Displaying data and results graphically
• ELPLA-List: Listing the project data and calculated results
• ELPLA-Section: Displaying results graphically at specified sections
• ELPLA-Solver: Analyzing the project problem
• GEOTEC: Simple word processing program

- BOHR: Drawing borehole logging of soil layers by different symbols according to the German specification code DIN 4023.
The program is used to draw the soil layers by different symbols according to the German specification code DIN 4023.

- TIEF: Analyzing single piles, pile walls, simple problems of pile groups and rigid piled rafts.
The program is used to solve the following pile problems:
1- Analysis of single pile
2- Bearing capacity and settlement of single pile or pile wall
3- Analysis of piled raft
4- Stress coefficients according to GEDDES

- GeoTools: Analyzing different problems in geotechnical engineering.
The program is used to solve the following problems in geotechnical engineering:
1- Stresses in soil
2- Strains in soil
3- Displacements in soil
4- Consolidation settlement
5- Degree of consolidation
6- Time-settlement curve
7- Displacement of rigid raft
8- Consolidation of rigid raft

- Self-Adaptive Mesh Wizard: Generating finite element mesh with better element / node distributions.
The Self-Adaptive Mesh Wizard is a tool that helps the user for generating finite element mesh with better element/ node distributions. The wizard is used to regenerate the finite element mesh for slab floor and raft problems. The new mesh will be generated based on the strain energy distribution. The self-adaptive technique used in this wizard reduces general system error besides enhances stress distributions. Adaptive mesh is generated either by using Delaunay generation or by using Grid-based generation.

- GEOTEC-Text Editor: A simple word processing program for editing GEOTEC Office output.
The GEOTEC-Text is a simple word processing program. The project data or results can be displayed, changed or printed through the GEOTEC-Text


Developer: Elpla © 2009
Release date: feb.01.2008
New Service Pack1. Includes support for Windows Vista/Seven
OS: Microsoft Windows 95/NT/2000/XP/Vista/Seven
Languages Interfaz: English, German, Arabic

http://www.elpla.com/elpla_en/prg_elpla.htm

http://www.mediafire.com/file/h6163gw9n42nv5a/GEOTEC.Office.Professional.Edition.v9.2.0.SP1.rar
present: update version professional
password:
www.CiviLEA.com-2011105 (http://www.CiviLEA.com-2011105)

mirrors:
Size: 130.19 MB
http://www.4shared.com/file/inTpS1Ns/GEOTECOfficeProfessionalEditio.html

http://hotfile.com/dl/116120152/b9c042a/EOTEC.Office.Professional.Edition.v9.2.0.SP1.rar.h tml

http://ifile.it/5ozhn92/EOTEC.Office.Professional.Edition.v9.2.0.SP1.rar

https://rapidshare.com/#!download|74dt|459675535|EOTEC.Office.Professiona l.Edition.v9.2.0.SP1.rar|136510|R~0

http://www.easy-share.com/1915011664/EOTEC.Office.Professional.Edition.v9.2.0.SP1.rar

http://depositfiles.com/pt/files/pg07bcjks

password :
www.CiviLEA.com-2011105 (http://www.CiviLEA.com-2011105)



ELPLA Professional Edition v9.2.0.SP1

Size: 129.56 MB

Notes:
a) this is a lone installer package "Elpla GEOTEC Office Professional Edition V9.2.0. Service Pack 1.0", which contains the same medicine (installed first version" ELPLA LE v9.1.0 "and then the update ..

b) in "Elpla GEOTEC Office Professional" To apply the update and does not generate any error must close the application that is displayed by an icon in the lower right side of the Windows desktop...

http://www.mediafire.com/file/5xi1tmhjjl379lm/ELPLA.Professional.Edition.v9.2.0.SP1.rar
پسورد :
www.CiviLEA.com-2011105 (http://www.CiviLEA.com-2011105)

[M@hdi42]

GGU Gabion v2.11 - Calculation of Gabion Walls
http://forum.civilea.com/Thread-ggu-gabion-v2-11



http://pic.civilea.com/images/ved38g9444exmakd1q1q.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




info:
4 MB Compressed RAR File | OS: Windows ALL

The GGU-GABION program system allows the calculation and design of gabion walls and walls build by similar stackable elements.


The program system allows comfortable data input. The system is displayed on the screen. Every change in data is shown on the screen, so that optimum control of input data is guaranteed. A variety of graphical presentation possibilities, to a high standard of quality, allow you to present the calculation results according to your wishes.

The working group 5.9.3 of the FGSV (Forschungsgesellschaft für Straßen und Verkehrswesen - German Research Group for Road and Traffic Systems) has developed a paper for the calculation of gabions. This paper represents the main basis for programming.

The program was developed in early 1999, in part from previously existing program modules.

Capabilities
The GGU-GABION program has the following special capabilities (and maximum values):
Almost any kind of definition of gabion bodies
Base inclination of the gabion body
50 soil layers
5 benches on the active side
5 benches on the passive side
Calculations with active, increased active and at-rest earth pressure
Active earth pressure coefficients, MOHR / COULOMB and user-defined values
Passive earth pressure coefficients, MOHR / COULOMB, STRECK / WEIßENBACH, CAQUOT / KERISEl and user-defined values
Calculation of settlements
Calculation of external stability
Verification of inner stability along the lines
Comfortable interface to the slope stability program GGU-STABILITY for fast investigations of terrain stability
50 surcharge earth pressure figures
20 block loads at any depth
Static calculations of the wall via a two-dimensional rod structure program module on the basis of finite-element methods.
Definition of up to 10 additional path boundary conditions (torsion, displacement for x and y) at any position.
Definition of up to 10 additional force boundary conditions (moment, cross force and normal force) at any position.




Download Links:
http://www.megaupload.com/?d=HY8REX5H
Mirror Links:
RAR 3.37 MB
http://jumbofiles.com/ov5ssdumnavj/GGU-Gabionv211.rar.html
http://www.filesonic.com/file/871716921/GGU-Gabionv211.rar
http://www.fileserve.com/file/kuyZJHc/GGU-Gabionv211.rar
http://rapidshare.com/files/459721767/GGU-Gabionv211.rar
http://www.4shared.com/file/a42Dnc7A/GGU-Gabionv211.html
http://uploading.com/files/8f81edcc/GGU-Gabionv211.rar/
http://ifile.it/4f30s5z/GGU-Gabionv211.rar
http://www.bufiles.com/rz415ww6hrlv.html
RAR password: KCivilEA

[M@hdi42]

RockWare RockWorks 15 2011.4.18
http://forum.civilea.com/Thread-rockware-rockworks-15--25473?pid=62534#pid62534
Size: 55.43 MB



http://pic.civilea.com/images/87602991492113078777.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/62886575753670075130.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید







http://pic.civilea.com/images/12930573223804798086.jpg


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RockWorks is a great tool for geotechnical and civil engineers to use when evaluating construction and excavation sites. Whether you're in the beginning, middle or ending phase of a project, you'll find that RockWorks will save you and your clients both time and money.

RockWorks features applicable to the geotechnical industry.
The Borehole Manager allows you to bring soil boring, sampling, well screening and other information into the program via a simple Excel or ASCII file import.

View your downhole sampling information in 2D and 3D using a variety of methods and color schemes.

Create 2D and 3D contour maps of stratigraphic surfaces and isopachs. A variety of gridding methods are available.

Create sections showing modeled lithology and stratigraphy.

Generate solid models and volumetric estimations of stratigraphy, lithology, and other downhole parameters.

Create maps showing lithology and stratigraphy at different levels.

Easily estimate excavation volumetrics.

Easily import LogPlot data.

Float or drape airphotos over your 3D logs, solids, and surfaces.
http://www.filesonic.co.il/file/925862224

[M@hdi42]

Z_Soil.PC v2010 10.12 (Demo only)
http://forum.civilea.com/Thread-z-soil-pc-v2010-10-12?pid=62729#pid62729
Z_SOIL.PC: A Windows-based tool offering a unified approach to numerical simulation of soil, rock and structural mechanics, above and underground structures, excavations, soil-structure interaction, underground flow, structural pushover and dynamic time integration analysis, and thermal analysis. Z_SOIL.PC is a continuously upgraded engineering software based on the finite-element method. The program has been used with great success in forensic analysis and design studies, covering without exception all possible scenarios encountered in the real world.


The x86 and x64 demo versions and a student version are available.
You must download and install the Intel Math Kernel Library for the version you want to install.



http://pic.civilea.com/images/37860612765703195430.gif


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://www.zsoil.info/

[M@hdi42]

Geodelft Watex v3.1.2.1
http://forum.civilea.com/Thread-geodelft-watex-v3-1-2
Size: 15.4 MB
Stability and erosion are key phenomena in the design of dike structures. The pore pressure pattern is crucial. Therefore, a reliable prediction tool is required to assess the pore pressure behaviour.
If the geometry and soil data are known in detail, sophisticated numerical tools may be applied. In practice, these data are determined in a few locations only, supplemented with data from global databases. Then, outlined analytical methods are preferred.
Watex is such a simple, but powerful tool. It consists of transient analytical solutions, put together by the conditions of continuity of head and discharge. The user specifies a number of locations, where the pore pressure response is required. The results are visualized in charts.
The input and output for a calculation model of Watex are all done in one window. The various parts of the input and output are available in tabbed pages in this window For now only one model is implemented in Watex: the Sections model.
Section Model
In the Sections model the geometry contains a few essential areas. Four different sections are distinguished:
o riverbed: contains the transient river level
o foreland: represents the flooding of the wetlands
o hinterland: the area direct behind the dike
o far hinterland: the effect of the far away area
For this model the input is split up in the following sections:
- Soil parameters
- Locations and gradient
- Boundary conditions
The results are presented as:
- Report containing the input and the calculation results
- Plot of the head versus time
- Plot of the head versus location


-just apply the instruction given in the tbe.nfo file at the medicine folder
www.deltaressystems.com (http://www.deltaressystems.com)
http://www.4shared.com/file/ZYAjftTO/gdlft_wtx.html
medicine included
password:
Always_4_CivilEA

[M@hdi42]

Afes 3.0 08.07.2009
http://forum.civilea.com/Thread-afes-3-0-08-07-2009?pid=6065#pid6065
info:
This program provides the ability to obtain results of the conventional and finite element method for foundation design and analysis.


Various features to achieve maximum efficiency with minimum effort are include as follow;
One project can handle multiple footing types.
Supprots multiple unit systems for input and output. Can design various foundation modules.
Creates footing geometry, load case and combination data through manual input or automatic import from ad structural analysis program.
Supports soil and pile foundation with any unsymmetrical pile pattern.
Automatic load calculation of wind and seismic factors for heat exchanger, column and tank.
Extensive reporting functions included. These can be customized according to client requirements.
Stress diagram for shear and moment along the user defined strips included.
On-screen report generation with textual and graphicdal results.
Supports automatic design of footing.


Application Area

Equipment Structure, Pipe rack, Derrick Structure
Horizontal Vessel, Horizontal Drum, Heat Exchanger
Vertical Vessel, Vertical Drum, Small Tank, Large Storage Tank
Stack Large Storage Tank, Ball Tank, Transmission Tower
Heater Foundation

screenshots:



http://img75.imageshack.us/img75/7352/afes3.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://rapidshare.com/files/261629529/GA.VNdownload.3070809.rar
This version is from 08.07.2009
The last update is from 27.07.2009 and you can download from the Afes site. For me the crack work with the last one.
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
http://rapidshare.com/files/306993660/Afes3.rar
RAR Password: FromCivilEA
Other two Links:
http://hotfile.com/dl/9385106/1eb0d44/GA.VNdownload.3070809.rar.html
or
http://www.filefactory.com/file/ahg30h8/n/GA_VNdownload_3070809_rar
http://www.gsafes.com/patch/AfesUpdate/AfesUpdatePack_09_0812.zip
other link:
http://www.4shared.com/file/127005218/6786108f/AfesUpdatePack_09_0812.html
Here is the afes update
http://ifile.it/vlnz0c1
you can update it's work good ....
http://www.gsafes.com/patch/AfesUpdate/AfesUpdatePack_10_1220.zip

[M@hdi42]

DEEPSOIL 4.0
http://forum.civilea.com/Thread-deepsoil-ver-4
Size: 7.02 MB



http://pic.civilea.com/images/78453110767269461790.jpg


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




A number of updates have been made to DEEPSOIL since the release of version 3.7, including:

1. DEEPSOIL now supports Windows 7.
2. The DEEPSOIL user interface has been completely recreated using the latest .NET components.
3. DEEPSOIL now includes auto-update checking, notifying the user when a new version is available. Users can also check for updates using the “Check for Updates” function available in the “Tools” menu.
4. DEEPSOIL uses new charting tools, providing more-accurate and visually appealing plots.
5. Excel output has been vastly improved. Exporting to Excel is now approximately 25x faster and includes plots of profile data.
6. Printing has been added. The user can now print plots of input motions, analysis results, PGA profile, and iteration convergence (for equivalent linear analyses).
7. The user can now cancel an analysis while it is running.
8. DEEPSOIL is now multi-core aware when running batch analyses. Up to 4 analyses can be run concurrently in batch mode (note: limited to 1 analysis per core).
9. Added an “Options” window for setting defaults: working directory, input motion directory, saved profile directory, units, multi-core etc. It can be found in the “Tools” menu.
10. Added a tool to convert motions downloaded from the PEER Strong Motion Database (.AT2) to the DEEPSOIL format.
11. DEEPSOIL now includes a library that allows the user to view input motions and open profiles without the need to start an analysis.
12. The natural frequency and period of the soil column is now shown in step 2.
13. An input summary has been added to review input parameters.


http://cee-zzvy.cee.illinois.edu/Website/Deepsoil/deepsoil.asp
http://cee-zzvy.cee.illinois.edu/Website/Deepsoil/Files/DeepSoil_4%20Installer.msi

[M@hdi42]

Geocentrix ReWaRD v2.5 Update 21 - Build 903
http://forum.civilea.com/Thread-geocentrix-reward-v2--26443
ReWaRD is one of the leading programs for the design of embedded retaining walls, incorporating several UK and international design standards including BS 8002 and Eurocode 7.

Designed by engineers for engineers, ReWaRD draws upon the technical expertise of Geocentrix to produce the most powerful and user friendly set of tools for retaining wall design.

Features and Benefits:

Ease of use
ReWaRD redefines the meaning of ease of use for engineering software, with its integrated design environment bringing unparalleled power at the click of a button. ReWaRD's Construction Wizard helps new users create projects with the minimum of effort.

Versatility
The ability to design a wide range of concrete and steel retaining structures to one of several UK and international standards makes ReWaRD a flexible and comprehensive tool for the engineer. ReWaRD's durability calculation provides you with a trouble-free assessment of steel corrosion rates under various environmental conditions.

Control
The user maintains complete control over design calculations and output. Default values can be overridden, calculations customised, and the printed output tailored to the user's precise requirements. A print preview facility ensures that what you see is what you print.

Help
ReWaRD helps solve your problems with the most comprehensive design assistance of any program in its field. The package includes complete on-screen help, User and Reference Manuals in printed and electronic (Adobe Acrobat) format, the electronic version of the Corus Piling Handbook, and a series of Piling Case Studies. Technical support is available from Geocentrix on a per-incident or annual contract basis.

Speed of use
ReWaRD gives the engineer more time to produce the best possible designs. Advanced features including drag-and-drop design and object-oriented property sheets reduce the time required to create construction projects. Templates provide power users with pre-defined examples of the most common retaining structures.

Cost effective
ReWaRD increases your productivity in next to no time. Save hours every week by simplifying the design process and reducing calculation times. Run multiple what-if scenarios to fine tune your designs. Let the program guide you through the labyrinth of clauses in international design standards.

Future proof
To remain effective, software must be capable of adapting over time. ReWaRD implements a range of design standards and, as these change, so future releases of ReWaRD will track their development. To ensure that ReWaRD will run on the latest operating systems, the program is written in ISO/ANSI Standard C++ and tested unders Windows 95/98 and Windows NT4/2000.

Quality assurance
ReWaRD was developed under a Software Quality Management System and has been independently tested using the procedures given in the AGS Guide to the validation and use of geotechnical software.

Pedigree
ReWaRD has been developed to meet the rigorous demands of practising engineers. It was the first geotechnical program to be written for Microsoft Windows and continues to break new ground in each subsequent release. Drawing on the technical expertise of Geocentrix and the practical experience of Corus, the program represents the latest and best in retaining wall design.


For more information and manuals you can visit:
http://www.geocentrix.co.uk/reward/index.html



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Setup + Med:

http://www.4shared.com/file/177020455/7c2878b2/RWRDv2521903.html
or
http://www.mediafire.com/?jm0iwyz3jtm
password:
CivilEA
As requested herewith is the medicine file only. I also use XP Sp3 with no problem at all.
http://www.4shared.com/file/LHocIVn0/GCRW2521-903-med.html



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بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید




http://www.filebig.net/files/cTDP2STDZp
http://file2web.com/635RWRDv2.5.21.903.rar
http://turbobit.net/k89pq8qf2gh4.html
http://turboupload.com/t9ri3desgvux
http://www.fileserve.com/file/YZmQQzm
http://www.wupload.com/file/14326373/RWRDv2.5.21.903.rar
http://www.filesonic.com/file/1179209554/RWRDv2.5.21.903.rar
http://jumbofiles.com/olac67r43nn8
http://www.bufiles.com/2kpn85my7cly.html
Geocentrix ReWaRD v2.5.22.10051

ReWaRD is one of the leading programs for the design of embedded retaining walls, incorporating several UK and international design standards including BS 8002 and Eurocode 7.

Designed by engineers for engineers, ReWaRD draws upon the technical expertise of Geocentrix to produce the most powerful and user friendly set of tools for retaining wall design.

For more information:
http://www.geocentrix.co.uk/reward/index.html



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Setup+Med (17mb):
http://www.4shared.com/file/Xnxq1Cfe/grw252210051.html

Password:


کد:


CivilEA++



http://hotfile.com/dl/127000362/ce17391/RWRDv2.5.21.903.rar.html

[M@hdi42]

TALREN4 v2.03+Patch
http://forum.civilea.com/Thread-talren4-v2-03-patch
info:
TALREN 4 is ideal for checking the stability of geotechnical structures, with or without reinforcements: natural slopes, cut or fill slopes, earth dams or dikes. It takes into account various types of reinforcements such as: anchors and soil nails, piles and micropiles, geotextiles and geogrids, steel and polymer strips.

screenshots:
[Image: talren4_4a.gif]
[Image: talren4_9a.gif]

Download Links:
http://www.terrasol.com/anglais/talren_main.htm
Patch Link:
Code:
http://ifile.it/yirsjmw/TALREN4v203crack.rar

Password:
Code:
RAR Password: freestar
The link was updated to version 2.0.4.
The earlier UPDATES and the new version could be found at:

Code:
http://www.terrasol.com/en/software/files/talren-4/last-major-update/latest-update-v203
Homepage:
Code:
http://www.terrasol.com/en/software/terrasol-software/talren-4
New fully file with TALREN4 v2.03 + Medicine + Video Tutorial:
http://www.4shared.com/file/0EGUPoDG/TALR_4_v203MedVideo_CIVILEA.html

http://www.mediafire.com/?bdh06w06cpcoz66

http://ifile.it/hjgxofc
http://hotfile.com/dl/126998907/53df7e2/TALR_4_v2.03MedVideo_CIVILEA.rar.html

[M@hdi42]

GeoTekh Software Solution (GSS)
http://forum.civilea.com/Thread-geotekh-software-solution
Size: 201 MB



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Foreign consultants working in India and most of Indian consultants also demands for softcopy of the geotechnical report along. Therefore since long time geotechnical industry is feeling a need of a unique exclusive Geotechnical Software which can generate whole geotechnical report along with calculations, reports, plots etc.

i would like to introduce a Unique Geotechnical Software which can do the following :

GeotekhBORELOG : Generates bore logs of unlimited depth.
GeotekhPROFILE : Automatic generates subsurface based on earlier bore logs aved in data base.
GeotekhTPIT : Generates trial pit up to 6 meter depth.
GeotekhFIELDTEST : Analyse and interpret all filed tests and generates report. It includes twelve numbers of field tests )
GeotekhLABTEST : Analyse and interpret all laboratory tests and generates report. It includes nineteen numbers of laboratory tests )
GeotekhDESIGN : Analysis of bearing capacity, settlements, pile capacity calculations, deep foundation settlement analysis, design of prestressed rock anchors, design of stone column and other ground improvement techniques etc.

A brief description of the each software module are as follows

1. GeotekhBORELOG

A fully automatic bore log-generating program used in the Field of Geotechnical Engineering. Present practice of generating bore logs in geotechnical industry in India is using Auto CAD, Excel or Word or manually drawing. These software are not exclusively bore log generating softwares, but using existing drawing facilities, bore log is generated using mainly drawing objects over a predesigned bore log template. All these software requires special training experienced personal. Lot of Time and efforts is consumed.

 Features of GeotekhBORELOG
1. An exclusive bore log generating software.
2. As per IS : 1234 – 1985 and IS : 1234 – 1234.
3. Infinity depth of Bore Log.
4. Drawing is completely eliminated.
5. No special training is needed. Simply a non-technical computer operator can work without any difficulty.
6. 15 meter depth of bore hole can be logged in one page.
7. Entry through typing directly on screen and simultaneously bore log is generated in the drawing window.
8. Typographical error can easily be detected.
9. Automatic checks the input.
10. Each stratum is represented by graphical Logs as per IS classification.
11. Thickness of strata, SPT blows for every 15 cm and final ‘N’ value, Core Recovery, Rock Quality Designation and results of filed tests are easily displayed on the log.
12. Depth vs SPT graph for all bore holes.
13. Summary of all bore holes with its location, R.L., depth of rock encountered, depth of bore holes and depth of ground water table.
14. Bore hole generated can be used for drawing the subsurface profile.
15. Gives following list tables / list.
 Depth vs SPT graph for each bore hole.
 Table showing bore hole no., RL, coordinates, location, depth of termination and depth of rock encountered for each project.
 List of samples collected in each bore hole.
25. Bore logs can be exported to the bitmap or jpeg files.

GeotekhPROFILE

Very quick A fully automatic subsurface profile generating software requires no additional efforts. Bore logs generated earlier is stored in Microsoft Data Base. Thos data base allows for quic storage and retrieval of profile. bore log-generating program used in the Field of Geotechnical Engineering. Present practice of generating bore logs in geotechnical industry in India is using Auto CAD, Excel or Word or manually drawing. These software are not exclusively bore log generating softwares, but using existing drawing facilities, bore log is generated using mainly drawing objects over a predesigned bore log template. All these software requires special training experienced personal. Lot of Time and efforts is consumed.
All bore holes generated are saved in data base. In order to draw profile, give following two informations and click the “ Draw File “ button.
 Bore hole numbers to be included in the profile.
 Horizontal distances between the bore holes.

Main Features of Geotekh PROFILE
1. Include any numbers of bore holes in subsurface profiles.
2. Draw as many profiles as user wants.
3. Generates colour full and attractive profiles.
4. Profiles can be drawn on A4 or A3 size of papers depending upon number of bore holes included in the profile.
5. Horizontal and vertical scale automatically fitted by the program.
6. Each layer can be indicated by selected colours.
7. Important information of the bore logs is displayed in the profile such as SPT ‘N’ values, UDS collected, results of filed tests conducted, CR and RQD etc.
8. Profile can be exported to the bitmap or jpeg files.

Geotekh FIELD TESTS

It includes following tests :
1. Standard penetration
2. Static cone penetration
3. Dynamic cone penetration
4. Plate load
5. Vane shear
6. Packer permeability
7. Constant head permeability
8. Falling head permeability
9. Electrical resistivity
10. Core cutter
11. Sand replacement
Geotekh LAB TESTS
It includes following tests :
1. Grain size analysis
2. Hydrometer analysis
3. Specific gravity
4. Natural Moisture content
5. In-situ Density
6. Consistency Limits
7. Standard proctor
8. Modified proctor
9. Constant head permeability
10. Falling head permeability
11. Pocket penetrometer
12. Relative density
13. Consolidation
14. Triaxial ( UU )
15. Unconfined compression
16. Direct shear
17. California bearing ratio
18. Swelling pressure
19. Lab. Vane shear
20. Detailed soil data sheet

Geotekh DESIGNS
It includes following designs :
1 Safe Bearing Capacity
2 Settlement Analysis
3 Pile Capacity Calculation

http://www.4shared.com/file/k1iEJhWU/GSS.html

[pinokio2]

یعنی چکار کرده اخراج شده .وای . خیلی مظلموم میزنه که. به هر حال ممنون