利用极限平衡法对边坡整体深层破坏模式进行分析，对岩体局部不稳定块体，利用常用的地质分析方法赤平投影法简要进行分析；
Based on limit equilibrium method and stereographic projection method, the stability of the deep layer slide and the superficial layer slide can be analyzed.
边坡处于不稳定状态，必须进行加固支护设计。
Under such condition, it must be given a design for consolidation and support.
本文先采用赤平极射投影法和平面滑动法分析该边坡，初步判断处于不稳定状态，需加固。
In this paper, it begins with Stereographic projection method and flat-panel sliding method for analyzing the slope stability. The results show that slope needs reinforcement.
作为一个具体的岩质边坡不稳定，反倾层状岩质边坡滑动不同，失效机理尚未完全阐明。
As a specific instability of rock slope, an antidip stratified rock slope is different from the sliding one, and the failure mechanism has not been clarified yet.
作为一个具体的岩质边坡不稳定，反倾层状岩质边坡滑动不同，失效机理尚未完全阐明。
As a specific instability of rock slope, an antidip stratified rock slope is different from the sliding one, and the failure mechanism has not been clarified yet.
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