The major failure mode of the slope is the local rock block lossing stability, and after taking suitable strengthening countermeasures, the slope stability can be reached.

局部块体失稳是边坡的主要破坏形式，采取适当的加固处理措施后可保证其稳定性。

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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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