摘要
利用极限分析中的能量法对水垫塘开挖边坡进行了稳定性计算分析,结果表明,在正常运行工况下,控制滑动面的安全系数为1.302,满足规范要求。
The paper adopts the energy method of ultimate analysis to undertake the stability calculation analysis of the slope excavation of the plunge pool,and proves by the result that the safety coefficient of the control sliding surface is 1.302 in the common operation,so as to meet the demands of the regulation.
出处
《山西建筑》
2012年第29期89-90,共2页
Shanxi Architecture
关键词
边坡稳定分析
极限分析
安全系数
slope stability analysis
ultimate analysis
safety coefficient
