Patterns of Nonlinear Shear Stiffness Degradation of Reconstituted Clay with Different Stress Histories

被引:5
|
作者
Jung, Young-Hoon [1 ]
Choo, Jinhyun [2 ]
Cho, Wanjei [3 ]
Chung, Choong-Ki [4 ]
机构
[1] Kyung Hee Univ, Dept Civil Engn, Yongin, Gyeonggi Do, South Korea
[2] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
[3] Dankook Univ, Dept Civil & Environm Engn, Yongin, Gyeonggi Do, South Korea
[4] Seoul Natl Univ, Dept Civil & Environm Engn, Seoul, South Korea
基金
新加坡国家研究基金会;
关键词
seafloor; sediments; surveys; SMALL STRAINS; MARINE CLAYS; SOIL;
D O I
10.1080/1064119X.2012.676158
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper describes patterns of nonlinear shear stiffness degradation with respect to the stress history of clay. An experimental study using undrained triaxial compression tests was conducted on specimens cut from reconstituted clay samples of kaolinite. The nonlinear pattern of stiffness degradation was analyzed within the frameworks of both the conventional overconsolidation ratio (OCR) and the stress path rotation angle. The experimental data were subsequently interpreted based on the concept of the kinematic sub-yield surface. The pattern of stiffness degradation is more relevant to the rotation angle of the current stress path than the OCR value. The sizes of the sub-yield surfaces are variable. Results show that the kinematic movements of sub-yield surfaces within the overall bounding surface may provide an insufficient tool to fully describe the pattern of stiffness degradation.
引用
收藏
页码:309 / 331
页数:23
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