| Issue |
E3S Web Conf.
Volume 283, 2021
2021 3rd International Conference on Civil, Architecture and Urban Engineering (ICCAUE 2021)
|
|
|---|---|---|
| Article Number | 01001 | |
| Number of page(s) | 5 | |
| Section | Research on Civil Engineering and Geotechnical Hydrological Structure | |
| DOI | https://doi.org/10.1051/e3sconf/202128301001 | |
| Published online | 07 July 2021 | |
Influence of constitutive model on soil structure interface interaction under axisymmetric condition
1 Tianjin Port Engineering Institute Co. Ltd. of CCCC First Harbor Engineering Co. Ltd., Tianjin, 300222, China
2 CCCC First Harbor Engineering Co. Ltd., Tianjin, 300461, China
3 Key Lab. of Geotechnical Engineering of Tianjin, Tianjin, 300222, China
4 Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin, 300222, China
* Corresponding author: 109930595@qq.com
This paper mainly studies the performance of axisymmetric radial interaction between soil and structure under radial stress. One of the key points is the research on the mechanical properties of the interface. The latter is now the frontier field, and also the focus of this paper's theoretical analysis. Based on FEM, a large-scale international finite element software, this paper attempts to establish a general comprehensive model with comparative function through the advantages of numerical simulation. After obtaining the results, the analysis focuses on the influence of different materials on the interaction, and summarizes the stress field, strain field, displacement field and stress-strain relationship of the model under different materials.
© The Authors, published by EDP Sciences, 2021
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