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圆形巷道围岩的环向应力及发生岩爆单元分布的数值模拟
引用本文:王玮,王学滨,潘一山,陶帅. 圆形巷道围岩的环向应力及发生岩爆单元分布的数值模拟[J]. 防灾减灾工程学报, 2011, 31(3): 261-268
作者姓名:王玮  王学滨  潘一山  陶帅
作者单位:辽宁工程技术大学力学与工程学院;
基金项目:国家自然科学基金项目(50974069); 辽宁省教育厅2009年度高等学校科研项目(2009A322); 国家重点基础研究发展计划项目(2010CB226803)资助
摘    要:利用FLAC模拟了不同水平方向压力(小于竖直方向压力)及岩石峰后不同脆性条件下的圆形巷道破坏过程.岩石服从莫尔-库仑剪破坏与拉破坏复合的破坏准则,破坏之后呈现应变软化-理想塑性行为.监测了模型中第1象限对角线上的单元环向应力分布及演化规律.根据徐林生和王兰生提出的环向应力岩爆判据,判断模型中各单元是否发生岩爆.模拟结果...

关 键 词:圆形巷道  岩爆判据  V形坑  水平方向压力  岩石峰后脆性  环向应力

Numerical Simulation of the Distribution of Tangential Stresses and Elements Occurring Rockburst in the Surrounding Rock of a Circular Tunnel
WANG Wei,WANG Xue-bin,PAN Yi-shan,TAO Shuai. Numerical Simulation of the Distribution of Tangential Stresses and Elements Occurring Rockburst in the Surrounding Rock of a Circular Tunnel[J]. Journal of Disaster Prevention and Mitigation Engineering, 2011, 31(3): 261-268
Authors:WANG Wei  WANG Xue-bin  PAN Yi-shan  TAO Shuai
Affiliation:WANG Wei,WANG Xue-bin,PAN Yi-shan,TAO Shuai (College of Mechanics and Engineering,Liaoning Technical University,Fuxin 123000,China)
Abstract:Rockburst process of the surrounding rock of a circular tunnel is modeled by use of FLAC.Effects of the horizontal stress that is less than the vertical stress and the post-peak brittleness of rock are studied.The rock elements exhibit linear strain-softening behavior after the occurrence of failure and ideal plastic behavior and the failure meets the composite Mohr-Coulomb criterion with tension cut-off.The tangential stress of a row of elements in the surrounding rock is monitored.The tangential stress ro...
Keywords:circular tunnel  rockburst criterion  V-shaped notch  horizontal stress  post-peak brittleness of rock  tangential stress  
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