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基于极限平衡理论和有限元强度折减理论,选取某一土质边坡实例为研究对象,分别采用理正边坡稳定分析软件、WinStabl软件、Plaxis软件和ANSYS软件对其进行稳定性分析,得到了相关的分析结果,并对结果进行比较,得出了各软件的应用效果。
Based on the theory of limit equilibrium and strength reduction theory of finite element, a soil slope example is selected as the research object. The stability analysis software, WinStabl software, Plaxis software and ANSYS software are respectively used to study the stability of the slope. Related analysis results, and compare the results, the application of the software results.