The failure mechanism of rock slope due to surface infiltration is discussed.
对地表入渗影响下的岩体边坡失稳机制进行了探讨。
To discover the mechanism of progressive failure of rock slope, physical simulation experiment and numerical simulation analysis by means of FLAC software have been done simultaneously.
为了揭示岩体边坡渐进破坏的机理，在对边坡渐进破坏进行物理模拟的同时，应用FLAC软件对边坡渐进破坏过程进行了数值模拟。
Because of complex geological structure, the deformation failure mechanism and instability mode of high rock slope are usually very complicated.
由于具有复杂的地质结构，岩石高边坡的变形破坏机制和失稳模式非常复杂。
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