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.

Foundation Analysis and Design

Computers & Technology

Joseph E. Bowles

Computer Science

McGraw=Hill

A manual intended as a text supplement for the laboratory portion of a course in soil mechanics, geotechnical engineering or engineering properties of soils. It features the principal details of the most common laboratory soil tests encountered in geotechnical practice.

Engineering Properties of Soils and Their Measurement

Engineering & Transportation

Engineering

Foundation Analysis and Design: Study Manual

McGraw–Hill Education

<p>This fourth edition has been revised to reflect new industry standards and reference computer program usage. The lab book contains a wide variety of soils test and experiments.</p>

Science & Math

Earth Sciences

Physical and Geotechnical Properties of Soils

McGraw-Hill Education (ISE Editions)

<p>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.</p>

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Books by Joseph E. Bowles