某抽水蓄能电站地下洞室群围岩稳定参数敏感性分析

根据基本几何和物理条件建立某水电站地下洞室群三维弹塑性非线性有限元数值计算模型,分析不同取值的初始地应力场、岩体变形模量、抗剪强度参数变化对围岩稳定性的影响,分析锚杆支护轴力的分布规律;同时,分析了厂区分布的泥质粉砂岩层软弱夹层的分布和力学性质变化对围岩变形和锚杆支护的影响.计算结果可为类似工程提供洞室设计依据和基础分析数据.

Parameter Sensitivity Analysis on Surrounding Rock for Underground Cavern Group in a Pumped-Storage Power Station

Based on the basic geometric and physical conditions,a three-dimensional elastic-plastic numerical model which is nonlinear and finite,is built for analyzing underground cavern group of a hydropower station.The paper studies the impacts of initial stress field,rock mass deformation modulus and shear strength parameters on rock stability,as well as the distribution law of bolting axial force.This paper also explores the distribution of the soft inter-layers of mud siltstone layers,and studies the effect of changes in mechanical properties on rock deformation and bolting.The results can provide design basis and basic analytical data for cavern designs.