进行公路边坡的稳定性研究，首先必须搞清边坡的变形破坏机制模式。
Before studied the stability of the highway slope, it must be knowing the transform and the failure mechanism mode.
根据相似理论建立地质力学模型，研究反倾层状边坡岩体的变形破坏机制。
Based on simulation theory, a geologic mechanics model is established and used for research on deformation and damage mechanism of anti-dip layered rock slop.
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。
Because of complex geological structure, the deformation failure mechanism and instability mode of high rock slope are usually very complicated.
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