以甘肃省临夏市某大型滑坡为例，通过分析滑坡的基本特征和形成机制，采用传递系数法对不同工况下滑坡的稳定性进行分析与评价，确定了滑坡在天然状况下处于基本稳定状态，暴雨及地震条件下处于欠稳定～不稳定状态。

Taking a large landslide in Linxia City, Gansu Province as an example, and analyzing the basic characteristics and formation mechanism of landslide, the stability of the landslide body under different working conditions is analyzed and evaluated by using the transfer coefficient method. It is determined that the landslide is in the basic stable state under natural conditions, and in the understable ~ unstable state under heavy rain and earthquake conditions.

P642