A unified constitutive model for both clay and sand with hardening parameter independent on stress path

Published 2007 View Full Article

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Title
A unified constitutive model for both clay and sand with hardening parameter independent on stress path
Authors
Keywords
-
Journal
COMPUTERS AND GEOTECHNICS
Volume 35, Issue 2, Pages 210-222
Publisher
Elsevier BV
Online
2007-05-23
DOI
10.1016/j.compgeo.2007.04.003

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