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Foundation Analysis and Design [Book] / Joseph E. Bowles.

By: Material type: TextTextPublication details: New Delhi : McGraw hill Education India Pvt. Ltd., 2014.Edition: 5thDescription: xxiii, 1175 p. : ill. ; 25 cm. +ISBN:
  • 9781259061035
Subject(s): DDC classification:
  • 624.5
Other classification:
  • 624.5
Summary: 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.
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Holdings
Item type Current library Call number Status Date due Barcode Item holds
Books Books COMSATS University Wah Campus 624.5 Bow (Browse shelf(Opens below)) Available 10004000019086
Books Books COMSATS University Wah Campus 624.5 BOW (Browse shelf(Opens below)) Available 10004000019379
Books Books COMSATS University Wah Campus Main 624.5 BOW 23434 (Browse shelf(Opens below)) Available 10004000023434
Books Books COMSATS University Wah Campus 624.5 BOW 21105 (Browse shelf(Opens below)) Available 10004000021105
Books Books COMSATS University Wah Campus 624.5 BOW 19087 (Browse shelf(Opens below)) Available 10004000019087
Total holds: 0

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.

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