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基于结构面实测统计原理和方法 ,建立结构面几何参数概率模型 ,运用蒙特 -卡洛 ( Monte-Carlo)模拟原理和方法 ,进行岩体结构的室内再现。运用该方法对江西亚东水泥厂厂区边坡岩体进行结构面网络模拟和成果分析 ,从而用于边坡岩体力学和渗透性能和评价 ,最终为其稳定性评价及支护设计服务。
Based on the principle and method of measuring the structure surface, the probability model of geometric parameters of the structure surface is established. The Monte-Carlo simulation principle and method are used to carry out the indoor reconstruction of the rock mass structure. This method is used to simulate and analyze the structural plane network of slope rock mass in Yadong Cement Plant in Jiangxi Province, which is used to evaluate the mechanics and permeability of slope rock mass and finally to serve for its stability evaluation and support design.