FOUNDATION ANALYSIS AND DESIGN

The revision of this best-selling text for a junior/senior course in Foundation Analysis and Design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis...

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Bibliographic Details
Main Author: Bowles, Joseph E. (Author)
Format: Book
Language:English
Published: New York McGraw-Hill 1996
Edition:Fifth edition
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Online Access:Click Here to View Status and Holdings.
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250 # # |a Fifth edition 
264 # 1 |a New York  |b McGraw-Hill  |c 1996 
264 # 4 |c ©1996 
300 # # |a xxiii, 1174 pages  |b illustrations  |c 24 cm  |e 1 computer disc 
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504 # # |a Includes bibliographical references (pages 1144-1164) and index 
513 # # |a The revision of this best-selling text for a junior/senior course in Foundation Analysis and Design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis, and procedures for an improved anlysis of lateral piles. Bearing capacity analysis has been substantially revised for footings with horizontal as well as vertical loads. Footing design for overturning now incorporates the use of the same uniform linear pressure concept used in ascertaining the bearing capacity. Increased emphasis is placed on geotextiles for retaining walls and soil nailing. 
520 # # |a The revision of this best-selling text for a junior/senior course in Foundation Analysis and Design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis, and procedures for an improved anlysis of lateral piles. Bearing capacity analysis has been substantially revised for footings with horizontal as well as vertical loads. Footing design for overturning now incorporates the use of the same uniform linear pressure concept used in ascertaining the bearing capacity. Increased emphasis is placed on geotextiles for retaining walls and soil nailing. 
650 # 0 |a Foundations 
650 # 0 |a Soil mechanics 
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