“Pile - Steel Support - Anchor” System for Foundation in Rock-Soil Layer
- 作者: Bai X.1, Chen X.1, Zhang M.1
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隶属关系:
- Civil Engineering Dept. Qingdao University of Technology
- 期: 卷 55, 编号 6 (2019)
- 页面: 425-432
- 栏目: Underground Structures
- URL: https://journals.rcsi.science/0038-0741/article/view/244208
- DOI: https://doi.org/10.1007/s11204-019-09559-w
- ID: 244208
如何引用文章
详细
The synergetic effect of the combined supporting system (pile + steel support + anchor) was studied through field tests and finite-element numerical simulation of the foundation’s deformation under "rock-soil layer" conditions, typical for China's Qingdao region. The horizontal displacement of the retaining pile, as well as the ground settlements around the foundation, were studied and compared. The factors were discussed, including excavation steps, pre-stress of steel support and anchor affecting the foundation deformations, pile displacement, pile bending, and shear distribution. The research results can provide a basis for design and construction of deep foundations in the rock-soil layer.
作者简介
Xiao-yu Bai
Civil Engineering Dept. Qingdao University of Technology
Email: zmy58@163.com
中国, Qingdao
Xiao-yu Chen
Civil Engineering Dept. Qingdao University of Technology
Email: zmy58@163.com
中国, Qingdao
Ming-yi Zhang
Civil Engineering Dept. Qingdao University of Technology
编辑信件的主要联系方式.
Email: zmy58@163.com
中国, Qingdao