DEM investigation of particle gradation effect on the stress-dilatancy behavior of granular soil

被引：0
|
作者：
Zhang, Tao [1 ,2 ,3 ]
Wang, Yanchao [1 ,3 ]
Zhang, Chi [3 ]
Wang, Shuren [3 ]
机构：
[1] School of Transportation and Civil Engineering, Nantong University, Nantong,226019, China
[2] School of Civil Engineering, Henan Polytechnic University, Jiaozuo,454003, China
[3] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou,221116, China
来源：
Advanced Powder Technology | / 35卷 / 11期
基金：
中国国家自然科学基金;
关键词：
Critical-state - Discrete elements method - Fabric anisotropy - Four-group - Friction angles - Granular soils - Particle gradation - Spherical particle - Stress dilatancies - Stress-dilatancy;
D O I：
104692
中图分类号：
学科分类号：
摘要：
85
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