Investigation of Critical States and Failure in True Triaxial Tests of Clays

摘要：

　　A detailed investigation of the true triaxial drained and undrained response of clays has been performed.This paper summarizes the main findings of this investigation,with emphasis placed on ascertaining the existence of critical states and on the variation of the failure state of the clay with principal stress difference.

关键词： true triaxial clays shear band

作者: Victor N.Kaliakin Andres Nieto Leal

作者单位: Department of Civil and Environmental Engineering,University of Delaware,Newark,DE 19716 U.S.A.

会议类型: 国际会议

会议名称: The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (第二届国际岩土本构模型研讨会(IS-Model 2012))

会议地点: 北京

会议语种:英文

页码: 185-191

在线出版日期: 2012-10-15（万方平台首次上网日期，不代表论文的发表时间）