In southern China, gravel containing cohesive soil side slope destabilization is the prime land slide type of transmission line side slope.
在我国南方地区，含碎石粘性土边坡失稳是输电线路边坡滑坡的主要类型。
On the basis of non linear finite element analysis, the destabilization process of slope was simulated by disturbing energy method in the thesis.
在土体非线性有限元分析的基础上，采用干扰能量法对边坡失稳过程进行了模拟。
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