| Issue |
E3S Web Conf.
Volume 283, 2021
2021 3rd International Conference on Civil, Architecture and Urban Engineering (ICCAUE 2021)
|
|
|---|---|---|
| Article Number | 01046 | |
| Number of page(s) | 4 | |
| Section | Research on Civil Engineering and Geotechnical Hydrological Structure | |
| DOI | https://doi.org/10.1051/e3sconf/202128301046 | |
| Published online | 07 July 2021 | |
Numerical Simulation And Monitoring Analysis Of Deep Foundation Pit In Shijiazhuang Area
1 College of architecture and engineering, Hebei University, Baoding 071000, China
2 College of architecture and engineering, Hebei University, Baoding 071000, China
3 College of architecture and engineering, Hebei University, Baoding 071000, China
*a Corresponding author: Yu Li 964630415@qq.com
b Zhang Yu 826007557@qq.com Phone:15831200580
The foundation pit engineering is a work with large amount of use and high difficulty coefficient. It is necessary to ensure the deformation of soil in the control range and the safety of the whole structure of the foundation pit. In this paper, the foundation pit support project in Shijiazhuang City, Hebei Province is taken as the research object, and the numerical analysis method is used to simulate the pile-anchor support in the First Section of the fourth section of the foundation pit. In this paper, the horizontal displacement value of deep foundation pit and the settlement value of the top edge of foundation pit are analyzed, It provides reference for future projects.
© The Authors, published by EDP Sciences, 2021
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