摘要
根据该边坡岩土工程勘察报告提供的典型计算剖面和物理力学计算参数,采用有限元软件ANSYS数值模拟方法对边坡的稳定性进行了力学分析,根据分析结果采用锚杆支护的方法对该高边坡进行了治理。
This article according to the typical calculation section plane and the physical mechanics computation parameter which provides from geotechnical engineering prospecting report of the slope. Use ANSYS for mechanics analyzes of the slope stability. According the analysis results, adopting the method of bolt support to treat this high slope.
出处
《山西建筑》
2009年第22期110-112,共3页
Shanxi Architecture
