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 ...
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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New in new dust jacket. International Edition, Brand New. ISBN and Cover Page differs, Contents similar to US edition. Access code or CD not available. Choose Expedited shipping for delivery in 3 to 5 business days. Legal to use despite any disclaimer on cover as per US courts. We do not ship to PO Box / APO / FPO Address. Customer satisfaction guaranteed.
New. No dust jacket. PAPERBACK Brand New Book. The ISBN-13 or Cover might be different but content is extactly same. We deliver in 5-9days and respond quickly to customer queries. We don't ship to APO and FPO addresses.
New in new dust jacket. INTERNATIONAL EDITION, brand New, International/Global Edition, MAY HAVE NO SOLUTION MANUAL, NO CD, NO ACCESS CARD, Soft Cover/ Paper Back written in English, Different ISBN and Cover Image from US Edition; Sometimes, the title is different from US Edition, and the exercises and homework problem are in different orders or maybe completely different than the US edition. Please email us for INQUIRIES.
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