A double yield surface constitutive model for sand based on state-dependent critical state theory

被引：0
|
作者：
Huang, Mao-Song [1 ,2 ]
Li, Xue-Feng [1 ,2 ]
Jia, Cang-Qin [3 ]
机构：
[1] Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
[2] Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
[3] School of Engineering and Technology, China University of Geoscienccs, Beijing 100083, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2010年 / 32卷 / 11期
关键词：
Compendex;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Constitutive models
引用
收藏
页码：1764 / 1771
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