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Softening response under undrained compression following anisotropic consolidation
Authors:YU Chuang  XU Qiang  YIN Zhen-yu
Affiliation:1. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, China;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology, Chengdu 610059, China;Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology, Chengdu 610059, China
3. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
Abstract:
Keywords:strain-softening  clay  constitutive relation  plasticity  critical state  consolidation
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