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Single Piles and Pile Groups Under Lateral Loading
von Lymon C. Reese, William F. Van Impe
Verlag: Taylor & Francis
E-Book / EPUB
Kopierschutz: Adobe DRM

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ISBN: 978-1-04-005797-1
Auflage: 2. Auflage
Erschienen am 15.12.2010
Sprache: Englisch

Preis: 165,99 €

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Klappentext
Biografische Anmerkung
Inhaltsverzeichnis

This second edition of Single Piles and Pile Groups Under Lateral Loading has been extensively revised to suit the classroom setting. New features include homework problems with solutions presented in the student version of the software as well as new and updated case studies that are consistent with modern methods of the characterization of soil properties. The thrust of the book is a detailed presentation of methods of analysis for single piles and groups of piles under lateral loading. These methods make use of load-transfer functions that are based heavily on testing results of full-scale, heavily instrumented piles under carefully controlled lateral loading, coupled with the use of soil-structure interaction mechanics.



Professor Van Impe received his MSc and PhD degree in civil engineering at the Ghent University in Belgium where he has been professor of Geotechnics since 1982 and full professor since 1991. Prof. Van Impe has been an emeritus professor since March 2011 but remains active as a consultant and as manager of AGE bvba. He has been also a full professor at the Catholic University of Louvain in Belgium. He has a 35+ years long career in geotechnics.
He is a member of the Belgian Royal Academy of Overseas Sciences. He was elected Vice-President for Europe of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE) in 1994, World President of ISSMGE in 2001 and the President of the umbrella society of the 3 geo-engineering sister societies FedIGS (Federation of the International Geo-Engineering Societies) in 2008. His main field of experience is deep foundations, ground improvement and soil parameter analysis, currently dealing mostly with crushable soils.



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 Sudies. Testing of Full-sized Piles. Implementation of Factors of Safety. Suggestions for Design. References. Author Index. Subject Index.


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