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contributor authorHan Lin
contributor authorAmit Prashant
contributor authorDayakar Penumadu
date accessioned2017-05-08T21:31:53Z
date available2017-05-08T21:31:53Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%291532-3641%282006%296%3A1%2855%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55034
description abstractThe effect of principal stress rotation on the mechanical behavior of Kaolin clay is investigated using combined axial-torsional tests on hollow cylindrical specimens. The yielding behavior and failure criteria are found to be strongly dependent on the principal stress rotation angle
publisherAmerican Society of Civil Engineers
titleSingle Hardening Elasto-Plastic Model for Kaolin Clay with Loading-History-Dependent Plastic Potential Function
typeJournal Paper
journal volume6
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2006)6:1(55)
treeInternational Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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