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Pile responses due to lateral soil movement of uniform and triangular profiles

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Title Pile responses due to lateral soil movement of uniform and triangular profiles
Author Qin, Hongyu; Guo, Wei Dong
Publication Title GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199). Proceedings of the GeoFlorida 2010 Conference
Editor Dante O. Fratta, Anand J. Puppala, and Balasingam Muhunthan
Year Published 2010
Place of publication Leiden, The Netherlands
Publisher American Society of Civil Engineers
Abstract Model tests were conducted on vertically loaded single piles in sand subjected to either a uniform or a triangular profile of soil movement. Results of four tests are presented herein in the form of maximum bending moment (Mmax), shear force, and pile deflection profiles. The evolution of the pile response with frame movements is examined, regarding the effects of soil movement depth and profiles, and axial load using the measured moment and deflection. In particular, the triangular profile causes 95~160% higher 'ultimate' Mmax than the uniform movement does. The vertical load causes 5~17% higher value of the Mmax.
Peer Reviewed Yes
Published Yes
Alternative URI http://dx.doi.org/10.1061/41095(365)153
ISBN 978-07844-1095-0
Conference name GeoFlorida 2010
Location West Palm Beach, Florida, USA
Date From 2010-02-20
Date To 2010-02-24
URI http://hdl.handle.net/10072/37322
Date Accessioned 2011-02-07
Date Available 2011-03-16T07:58:02Z
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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