新钢分宜矿边坡稳定性分析

Slope Stability Analysis on Fenyi Dolomite Mine

摘要: 为了评价新钢分宜露天矿边坡的稳定性，应用有限差分强度折减法，对该矿山人工边坡的稳定性进行了计算分析，并和现场实际情况进行了对比.结果表明，由于有限差分强度折减法能够实际模拟边坡计算模型，客观的分析边坡的稳定状态，求得的边坡安全系数较为合理.关键词：有限差分；强度折减法；边坡稳定性分析；安全系数

Abstract: The finite differential strength reduction method is applied to calculate and analyze the stability of the artificial slope in Fenyi Dolomite Mine. The slope safety coefficients obtained is relatively reasonable for the objective analysis on the slope stability and practical simulation.