Single Piles and Pile Groups Under Lateral Loading
Author:   Lymon C Reese (University of Texas, Austin, USA) ,  William F. Van Impe (Laboratory of Geotechnics, Ghent University, Belgium)
Publisher:   A A Balkema Publishers
ISBN:  

9789058093486


Pages:   480
Publication Date:   01 January 2000
Format:   Paperback
Availability:   In Print   Availability explained
Limited stock is available. It will be ordered for you and shipped pending supplier's limited stock.

Our Price $221.63 Quantity:  
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Single Piles and Pile Groups Under Lateral Loading


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Overview

Guiding the professional through the complexities of lateral-load design, this book and CD-ROM combination introduces the procedures involved in piles and pile group design. This is a problem that can only be solved by accounting for the soil resistance as related to the lateral deflection of the pile. Intricate equations are derived and fully explained, enabling the designer to find the critical loads, either causing a pile to be overloaded or causing too much lateral deflection. The CD-ROM contains simplified versions of two required programs that allow the reader to check the solutions of some of the examples given in the book and to find answers to related problems.

Full Product Details

Author:   Lymon C Reese (University of Texas, Austin, USA) ,  William F. Van Impe (Laboratory of Geotechnics, Ghent University, Belgium)
Publisher:   A A Balkema Publishers
Imprint:   A A Balkema Publishers
Dimensions:   Width: 17.40cm , Height: 2.80cm , Length: 24.60cm
Weight:   0.824kg
ISBN:  

9789058093486


ISBN 10:   9058093484
Pages:   480
Publication Date:   01 January 2000
Audience:   College/higher education ,  Professional and scholarly ,  Undergraduate ,  Postgraduate, Research & Scholarly
Format:   Paperback
Publisher's Status:   Out of Print
Availability:   In Print   Availability explained
Limited stock is available. It will be ordered for you and shipped pending supplier's limited stock.

Table of Contents

Preface Techniques for design; Derivation of equations and methods of solution; Models for response of soil and weak rock; Structural characteristics of piles; Analysis of groups of piles subjected to inclined and eccentric loading; Analysis of single piles and groups of piles subjected to active and passive loading; Case studies; Testing of full-sized piles; Implementation of factors of safety; Suggestions for design. References; Author Index, Subject Index

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