Numerical simulation of soil-structure interface mechanical behavior

被引：1
|
作者：
Du Peng [1 ]
Liu Xiaoling [1 ]
Fan Jingliang [2 ]
Chang Qiang [1 ]
Fu Lianhong [2 ]
机构：
[1] Haikou Coll Econ, Haikou 571127, Hainan, Peoples R China
[2] Ningbo Yitong Construct Co Ltd, Ningbo 315800, Zhejiang, Peoples R China
来源：
2018 INTERNATIONAL CONFERENCE ON COMPUTER INFORMATION SCIENCE AND APPLICATION TECHNOLOGY | 2019年 / 1168卷
关键词：
D O I：
10.1088/1742-6596/1168/3/032095
中图分类号：
TP301 [理论、方法];
学科分类号：
081202 ;
摘要：
Direct shear test is an effective method for studying the contact problem between soil and structure. Based on the numerical simulation method of finite element, three-dimensional numerical simulation of this test is carried out. By analyzing the shear stress and shear deformation under different normal stress states, the shear strength of contact surface and the deformation characteristics are obtained. The results show that the numerical simulation method of finite element can simulate the soil-structure interaction well.
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页数：4
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