Based on the geological survey, the stability of landslide and slump were determined in terms of slip force calculated by using transfer coefficient method.
在地质勘探的基础上，采用传递系数法计算滑坡推力，从而确定滑坡体和滑塌体的稳定性。
Based on the geological survey, the stability of landslide and slump were determined in terms of slip force calculated by using transfer coefficient method.
在地质勘探的基础上，采用传递系数法计算滑坡推力，从而确定滑坡体和滑塌体的稳定性。
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