| Issue |
E3S Web Conf.
Volume 283, 2021
2021 3rd International Conference on Civil, Architecture and Urban Engineering (ICCAUE 2021)
|
|
|---|---|---|
| Article Number | 01002 | |
| Number of page(s) | 4 | |
| Section | Research on Civil Engineering and Geotechnical Hydrological Structure | |
| DOI | https://doi.org/10.1051/e3sconf/202128301002 | |
| Published online | 07 July 2021 | |
Analysis of deformation characteristics of layered ground under uniform load
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
For the layered ground in a large area, the deformation under uniform load is analyzed numerically. Considering the work property of the concrete plane, the uneven settlement is strictly restrained using different foundation. In the process of settlement calculation, according to the linear interpolation of multiple borehole elevations, the geological profiles with different soil layer thickness are formed, and the influence of compressed soil layer thickness on the total settlement and uneven settlement is fully considered.
© The Authors, published by EDP Sciences, 2021
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