研究了地质断裂面滑移的动力学行为，获得了断裂面滑移失稳的刚度准则。
The dynamic character of gravity fracture surface sliding is considered and the stiffness criterion of fracture surface sliding is proposed.
特别是在水流的冲蚀或潜蚀作用下，易使土体结构崩解破坏，并最终导致地面塌陷积水和边坡失稳滑移。
Structure of saturant soil worked by water erosion is easy to collapse, and finally leads to surface saving water and losing stability.
根据边坡实况及所处工程地质环境，将某高速公路高陡路堑边坡评定为整体滑移型失稳边坡。
According to the engineering geology conditions, the stability of an expressways high-steep cutting slope is estimated and classified to an integral-sliding unstable slope.
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