Therefore, it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.

从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。

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On the basis of preceding main results, a mechanic model of overburden-karstic free face with a weak structural plane is presented in this paper.

本文在总结前人成果基础上，提出存在一个软弱结构面的覆盖岩溶临空面的力学模型。

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