Elasto-viscoplastic constitutive model of sandy soil considering stress path and loading rate

被引：0
|
作者：
Peng, Fangle [1 ,2 ]
Li, Fulin [1 ,2 ]
Bai, Xiaoyu [1 ,2 ]
Tan, Ke [1 ,2 ]
Tatsuoka, F. [3 ]
机构：
[1] Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
[2] Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
[3] Department of Civil Engineering, Tokyo University of Science, Chiba 278-8510, Japan
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2009年 / 28卷 / 05期
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摘要：
24
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页码：929 / 938
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