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在原始和卸荷两种不同的力学状态下,分析了边坡的稳定性。岩石边坡开挖为卸荷力学条件,采用卸荷岩体力学的方法分析边坡的位移变形比较符合实际。
The stability of the slope is analyzed under two different mechanics states of unloading and unloading. Excavation rock slope excavation mechanical conditions, unloading rock mass mechanics method to analyze the displacement of the slope more realistic.