Pile response due to effective lateral soil movement

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Title Pile response due to effective lateral soil movement
Author Qin, Hongyu; Guo, Wei Dong
Publication Title Physical Modelling in Geotechnics Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010)
Editor Sarah Springman, Jan Laue and Linda Seward
Year Published 2010
Place of publication Leiden, The Netherlands
Publisher Taylor & Francis Group
Abstract Extensive model tests have been performed to investigate the response of piles subjected to lateral soil movement. This paper discusses the effect of source of lateral (effective) soil movement on the behavior of a single pile. The pile was installed at three locations to the loading side where lateral soil movement was generated by using a triangular or rectangular loading block to simulate corresponding soil movement profiles. The test results are presented in terms of the development of maximum bending moment, maximum shear force and pile deflection at ground surface with soil movement and their distribution along the pile with depth. The effect of the distance on the maximum bending moment is presented and can be well captured by the effective frame movement. This is shown by the calculation using simple solutions.
Peer Reviewed Yes
Published Yes
Publisher URI http://www.multimedia.ethz.ch/conferences/2010/icpmg
ISBN 978-0-415-59290-1
Conference name 7th International Conference on Physical Modelling in Geotechnics (IPCMG 2010)
Location Zurich, Switzerland
Date From 2010-06-28
Date To 2010-07-01
URI http://hdl.handle.net/10072/37290
Date Accessioned 2011-02-07
Date Available 2011-09-07T06:12:41Z
Language en_AU
Research Centre Centre for Infrastructure Engineering and Management
Faculty Faculty of Science, Environment, Engineering and Technology
Subject Civil Geotechnical Engineering
Publication Type Conference Publications (Full Written Paper - Refereed)
Publication Type Code e1

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