Theory and Practice of Pile Foundations
1st Edition
Published on 14. November 2012
Book
Hardback
576 pages
978-0-415-80933-7 (ISBN)
Description
Pile Foundations are an essential basis for many structures. It is vital that they be designed with the utmost reliability, because the cost of failure is potentially huge. Covering a whole range of design issues relating to pile design, this book presents economical and efficient design solutions and demonstrates them using real world examples. Coverage includes nonlinear response of single piles to vertical or torsional loading and to cyclic lateral loading, as well as prediction of nonlinear response of lateral pile groups, vertically loaded pile groups and the design of slope stabilising piles. Most solutions are provided as closed-form expressions.
Theory and Practice of Pile Foundations is:
illustrated with case studies
accompanied by practical applications in Excel and MathCad
the first book to incorporate nonlinear interaction into pile design.
A valuable resource for students of geotechnical engineering taking courses in foundations and a vital tool for engineers designing pile foundations.
Theory and Practice of Pile Foundations is:
illustrated with case studies
accompanied by practical applications in Excel and MathCad
the first book to incorporate nonlinear interaction into pile design.
A valuable resource for students of geotechnical engineering taking courses in foundations and a vital tool for engineers designing pile foundations.
Reviews / Votes
"I think it is a very good book for researchers and graduate students for geotechnical engineering. The book includes the most recent theories for pile foundation, including static and cyclic loaded pile, and vertical and lateral loaded pile."-Renpeng Chen, Zhejiang University, Hangzhou, China
"Quite detailed review is given ... Results are rather updated, and some more advanced numerical results are given. ... This book can be a good text for postgraduates, as it presents more advanced concept and results to the readers."
-Y.M. Cheng, Hong Kong Polytechnic University "I think it is a very good book for researchers and graduate students for geotechnical engineering. The book includes the most recent theories for pile foundation, including static and cyclic loaded pile, and vertical and lateral loaded pile."
-Renpeng Chen, Zhejiang University, Hangzhou, China
"Quite detailed review is given ... Results are rather updated, and some more advanced numerical results are given. ... This book can be a good text for postgraduates, as it presents more advanced concept and results to the readers."
-Y.M. Cheng, Hong Kong Polytechnic University
More details
Language
English
Place of publication
London
United Kingdom
Publishing group
Taylor & Francis Ltd
Target group
College/higher education
Professional and scholarly
Postgraduate and Professional
Illustrations
214 s/w Abbildungen, 115 s/w Tabellen
115 Tables, black and white; 214 Illustrations, black and white
Dimensions
Height: 240 mm
Width: 161 mm
Thickness: 35 mm
Weight
1024 gr
ISBN-13
978-0-415-80933-7 (9780415809337)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions
Wei Dong Guo
Theory and Practice of Pile Foundations
Book
12/2019
1st Edition
CRC Press
€89.40
Shipment within 15-20 days
Wei Dong Guo
Theory and Practice of Pile Foundations
E-Book
05/2014
1st Edition
CRC Press
€80.49
Available for download
Wei Dong Guo
Theory and Practice of Pile Foundations
E-Book
11/2012
1st Edition
CRC Press
€80.49
Available for download
Person
Wei Dong Guo is Senior Lecturer in the School of Engineering, Griffith University, Queensland, Australia
Content
Introduction. Mechanism and Model for Pile-Soil Interaction. Vertically Loaded Single Piles. Time-Dependent Response of Vertically Loaded Single Piles. Design of Rock-socketed (Nonlinear) Piles. Laterally Loaded Elastic Piles. Laterally Loaded Rigid Piles/Piers. Laterally Loaded Free-head Piles. Settlement of Vertically Loaded Pile Groups. Laterally Loaded Pile Groups. Passive Piles. Field and Laboratory Monitoring.