Undrained Behavior of Lime Treated Soft Clays

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Title Undrained Behavior of Lime Treated Soft Clays
Author Oh, Erwin Yan-Nam; Bolton, Mark William; Balasubramaniam, Arumugam; Buessucesco, B.
Publication Title Proceedings of the Eighteenth (2008) International Offshore and Polar Engineering Conference
Editor Jin S. Chung, Seok Won Hong, Simon Prinsenberg, Shuichi Nagata
Year Published 2008
Place of publication Vancouver, BC, Canada
Publisher The International Society of Offshore and Polar Engineers (ISOPE)
Abstract Unconfined compression tests are normally carried out on lime treated soft clays with variation of the additive content and curing time. These studies were valuable in having a good understanding on the strength of the treated clays. In this paper, some works carried out under triaxial undrained consolidation conditions are presented and discussed within the frame work of state boundary surface and associated stress-strain behavior. The results clearly illustrate the effect of additive content and the curing time in the development of pore pressure and shear strain under undrained condition.
Peer Reviewed Yes
Published Yes
Publisher URI http://www.isope.org/
Alternative URI http://www.isope.org/publications/publications.htm
Copyright Statement Copyright 2008 ISOPE. The attached file is reproduced here in accordance with the copyright policy of the publisher, for your personal use only. No further distribution permitted. For information about this conference please refer to the publisher's website.
ISBN 1-880653-68-0
Conference name Eighteenth (2008) International Offshore and Polar Engineering Conference
Location Vancouver, BC, Canada
Date From 2008-07-06
Date To 2008-07-11
URI http://hdl.handle.net/10072/22573
Date Accessioned 2008-12-08
Date Available 2009-04-26T06:47:43Z
Language en_AU
Research Centre Centre for Infrastructure Engineering and Management
Faculty Faculty of Science, Environment, Engineering and Technology
Subject PRE2009-Geotechnical Engineering
Publication Type Conference Publications (Full Written Paper - Refereed)
Publication Type Code e1

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