For the rock slope with planar failure surface, the structural plane plays a controlling role in the stability of slope.
对于平面滑动型的岩质边坡，结构面对边坡的稳定性起着控制作用。
Based on the limit equilibrium theory and the hypothesis of planar sliding surface, a formula for calculating the Angle of shear failure was deduced considering cohesion and cut slope Angle.
基于极限平衡理论及平面滑裂面假定，在考虑土黏聚力及放坡角度的基础上，推导了平面滑裂面剪切破坏角的数学表达式。
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