Experimental study and simulation on deformation characteristics of caissons in sand under horizontal loads

被引：0
|
作者：
Zhao X.-Q. [1 ]
Zhan W. [2 ]
Yan X. [2 ]
Wang J.-C. [1 ]
Yang Z.-X. [1 ]
Gong X.-N. [1 ]
机构：
[1] Department of Civil Engineering, Zhejiang University, Hangzhou
[2] Key Laboratory of Road and Bridge Detection and Maintenance Technology Research of Zhejiang Province, Hangzhou
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2021年 / 43卷
关键词：
Cassion; Deformation performance; Model test; Numerical simulation; Sand;
D O I：
10.11779/CJGE2021S2019
中图分类号：
学科分类号：
摘要：
In order to study the deformation characteristics of caissons buried in sand under horizontal loads, a group of laboratory 1g model tests are carried out in sand foundation. Based on the model tests, the finite element model is established through the software PLAXIS 3D, and the displacements of the caisson cover and the soil pressures at the front side and the bottom of the caisson are analyzed. The results of the numerical simulation fit well with the test ones, indicating that the software PLAXIS 3D can simulate the load and deformation performance of caissons in sand, which may provide technical supports for further researches on the interaction mechanism between cassions and soil. © 2021, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.
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页码：80 / 83
页数：3
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