摘要
采用强度折减法与有限单元法对边坡稳定性进行了分析,并基于ABAQUS的参数化模拟技术,建立能够反映不同坡角的动态分析模型,同时结合强度折减法研究了边坡坡角与安全系数之间的关系,为边坡的稳定性分析提供了合理依据。
The slope stability is analyzed through combining the strength reduction method and finite element method. The dynamic model of dif- ferent slope angles is established based on the parameterized simulation technology of ABAQUS, and the relationship between slope angle and the safety factor is studied combining with the strength reduction method, which has provided rational basis for analyzing slope stability.
出处
《山西建筑》
2014年第12期57-58,共2页
Shanxi Architecture
基金
国家自然科学基金(项目编号:51279096)
山东省高等学校科技计划项目(项目编号:12LH03)
关键词
强度折减法
有限单元法
安全系数
动态模拟
strength reduction method, finite element method, safety factor, dynamic simulation
