基于FLAC3D的排土场边坡稳定性分析

    Stability Analysis of Dump Slope Based on FLAC3D

    • 摘要: 为了揭示排土场边坡的变形与破坏规律,通过现场工程地质钻探方法,初步掌握地层及软弱岩层分布规律。通过室内科学试验方法,准确掌握岩层的物理力学指标。在此基础之上,运用理论分析及FLAC3D数值模拟方法对排土场边坡的变形与破坏进行了科学的研究。得出了排土场边坡内部应力及位移分布特征和排土场边坡变形及破坏规律;运用强度折减法确定排土场边坡的安全储备系数。

       

      Abstract: In order to reveal the laws of dump slope deformation and damage, through the method of engineering geology drilling, the distribution laws of stratum and soft strata are mastered preliminarily. By the way of indoor scientific experiment, the physical and mechanical indexes of rock are accurately obtained. On this basis, the paper scientifically researches dump slope deformation and damage by the way of theoretical analysis and FLAC3D numerical simulation, scientifically analyzes the dump slope distribution characteristics of internal stress and displacement, and accurately gets the laws of dump slope deformation and damage and ensures the safety storage coefficient through strength reduction method.

       

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