摘要本文运用真实破裂过程分析模拟软件RFPA(Realistic Failure Process Analysis),基于其强度折减法,应用RFPA-SRM模拟边坡岩体的变形破坏过程,对贵州某煤矿采区地表山体边坡最终边坡角约50°时进行数值模拟分析,并求其稳定性系数。通过分析数值模拟结果,研究了边坡岩体的变性特征及滑坡模式。
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