传统计算方法未考虑卸荷效应对岩体力学参数的弱化。
The effect of unloading is not considered in the traditional slope stability analysis method.
边坡岩体受卸荷、风化作用影响及节理裂隙的切割，整体力学性质较差。
Because of the side slope rock mass affected by unloading and weathering, and cutting of joints and cracks, the whole mechanical properties is poor.
边坡岩体受卸荷、风化作用影响及节理裂隙的切割，整体力学性质较差。
Because of the side slope rock mass affected by unloading and weathering, and cutting of joints and cracks, the whole mechanical properties is poor.
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