复杂应力条件下岩质高边坡稳定性分析

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高陡边坡由于开挖范围大,揭露的岩层和岩体结构类型多,往往存在着较多的破坏和潜在破坏隐患,挖方边坡的破坏模式直接体现出山体斜坡岩体变形的结果。本文基于实际工程,利用ABAQUS软件建立了高边坡的数值模型,对复杂条件下高边坡的受力变形特性进行了研究,揭示了滑坡失稳过程,研究了边坡稳定性。 Because of the large excavation range and the exposed types of rock layers and rock mass, the steep slopes often have more damage and potential damage. The failure mode of the excavation slope directly reflects the deformation of the rock mass in the mountain slope. Based on the actual project, the numerical model of high slope is established by using ABAQUS software. The deformation characteristics of high slope under complex conditions are studied. The instability of landslide is revealed and the stability of slope is studied.
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