摘要
边坡的稳定性分析是当前重要的研究课题,不仅具有重大的社会现实意义,更有深刻的理论价值。基于工程实例,采用MIDAS GTS建立二维有限元模型,结合工程监测数据,总结了该边坡的变形规律,对该边坡滑移范围及潜在滑动面深度位置进行了判别。
The stability analysis of slope is an important research topic at present,which is not only of great social practical significance,but also of profound theoretical value.Based on an engineering example,this paper uses MIDAS GTS to establish a two-dimensional finite element model,and summarizes the deformation law of the slope in combination with the engineering monitoring data,so as to distinguish the slip range and the depth position of the potential sliding surface of the slope.
引文
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