水资源与水工程学报2016，Vol.27Issue(2)：223-226,230,5.DOI:10.11705/j.issn.1672-643X.2016.02.41
考虑地面局部荷载的基坑抗隆起稳定性分析
Analysis of stability against upheaval of foundation pit in considering local ground load
殷佩生 1史亚群1
作者信息
- 1. 河海大学 港口海岸与近海工程学院,江苏 南京210098
- 折叠
摘要
Abstract
Aimed at the deficiency of traditional method which can't consider ground local load in the cal-culation of heave-resistant stability of foundation pit,This paper set up a method to calculate the safety factor with the consideration of ground local load based on arc slipping method and Boussinesq equation. It also established a numerical analysis model which considers plasticity and strain hardening characteris-tics of soil so as to analyze lateral deformation of retaining structure of foundation pit. The results shows that the safety factor and lateral deformation of retaining structure change significantly when the ground lo-cal load on is assumed to act on the upper part of the sliding mass, which should be paid more attention to in project.关键词
圆弧滑动法/安全系数/地面局部荷载/抗隆起稳定/基坑Key words
arc slipping method/safety factor/local load of ground/heave-resistant stability/founda-tion pit分类
建筑与水利引用本文复制引用
殷佩生,史亚群..考虑地面局部荷载的基坑抗隆起稳定性分析[J].水资源与水工程学报,2016,27(2):223-226,230,5.
