There are lots of discontinuities whose geometry exhibits a random behavior in rock excavated slopes, and the failure surface of the slope is normally consisted of the joints and rock-bridges.
岩石边坡开挖中存在大量的随机结构面，结构面与岩桥的组合破坏是边坡破坏的一种重要形式。
In terms of the locations of the potential dangerous slip surface, the failure of rock slope can be classified as shallow slide and deep slide.
根据边坡潜在滑动面的位置可将岩质边坡的滑动分为浅层滑动和深层滑动两种形式。
The failure mechanism of rock slope due to surface infiltration is discussed.
对地表入渗影响下的岩体边坡失稳机制进行了探讨。
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