Soil dynamics and special design aspects

[M@hdi42]

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SOIL DYNAMICS AND SPECIAL DESIGN ASPECTS
http://forum.civilea.com/Thread-soil...cs-and-special
ABSTRACT
This military handbook replaces the Naval Facilities Engineering Command (NAVFACENGCOM) design manual, DM-7.3. It contains material pertaining to soil dynamics, earthquake engineering, and special design aspects of geotechnical engineering. The soil dynamics section of this handbook deals with basic dynamic properties of soils, machine foundations, dynamic and vibratory compaction, and pile driving response. The earthquake engineering section deals with earthquake response spectra, site seismicity, design earthquake, seismic loads on structures, liquefaction, and base isolation. The special design aspects section deals with seismic design of anchored sheet pile walls, stone column and displacement piles, and dynamic slope stability and deformation. This military handbook is to be used by geotechnical engineers, working for the Department of Defense
(DOD), for guidance in designing military facilities.

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[M@hdi42]

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LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION For Structural Steel Buildings
http://forum.civilea.com/Thread-ansi...-specification

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Supersedes the Load and Resistance Factor Design Specification
for Structural Steel Buildings dated
December 1, 1993 and all previous versions.
Prepared by the
American Institute of Steel Construction, Inc.
Under the Direction of the
AISC Committee on Specifications and approved by
the AISC Board of Directors.
The information presented in this publication has been prepared in accordance with
recognized engineering principles and is for general information only. While it is
believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of
its accuracy, suitability, and applicability by a licensed engineer, architect or other
professional. The publication of the material contained herein is not intended as a
representation or warranty on the part of the American Institute of Steel Construction,
Inc. or of any other person named herein, that this information is suitable for
any general or particular use or of freedom from infringement of any patent or patents.
Anyone making use of this information assumes all liability arising from such
use.
Caution must be exercised when relying upon other specifications and codes developed
by other bodies and incorporated by reference herein since such material may
be modified or amended from time to time subsequent to the printing of this edition.
The American Institute of Steel Construction, Inc. bears no responsibility for such
material other than to refer to it and incorporate it by reference at the time of the
initial publication of this edition.
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