湖北民族学院学报（自然科学版）2016，Vol.34Issue(1)：118-120,3.DOI:10.13501/j.cnki.42-1569/n.2016.03.029
地铁基坑工程抗倾覆稳定性研究
Study on the Stability of Overturning Resistance of Subway Foundation Pit Engineering
赵帅1
作者信息
- 1. 山西经济管理干部学院，山西 太原 030024
- 折叠
摘要
Abstract
Taking a subway project as an example,calculated the coefficient of overturning stability anal-ysis of earth pressure model based on the change law and overturning resistance stability during construc-tion by numerical simulation method,comparative analysis of the two,get the analytic model of earth pressure is more practical,and gives the construction of overturning resistance measures to ensure the sta-bility of foundation pit.关键词
抗倾覆稳定性/土压力解析解/数值模拟Key words
overturning stability/analytical solution of earth pressure/numerical modeling分类
建筑与水利引用本文复制引用
赵帅..地铁基坑工程抗倾覆稳定性研究[J].湖北民族学院学报（自然科学版）,2016,34(1):118-120,3.
