煤矿安全2012，Vol.43Issue(5)：154-156,3.
深部巷道围岩变形失稳的数值分析
Numerical Analysis of the Surrounding Rock Deformation and Instability in Deep Roadway
摘要
Abstract
Using Mohr-Coulomb plasticity constitutive model,Isotropic-Fluid-Flow constitutive model and Fluid-Mechanical Interaction seepage calculation mode,the FLAC3D numerical model of seepage calculation of solid-fluid coupling was established,and the ＂excavation-support-re-excavation＂ simulation process was used.Through the simulation analysis on the deformation and failure mechanism of the track roadway at the depth of 600 m of 38th panel in Shizuishan No.1 coal mine,the key parts of deformation and failure in deep roadway were concluded,which provided a new theoretical basis for deep tunnel support.关键词
深部软岩/剪切破坏/固流耦合/数值模拟Key words
deep soft rock/shear failure/solid-fluid coupling/numerical simulation分类
矿业与冶金引用本文复制引用
王超,赵自豪,陈世江,伍永平..深部巷道围岩变形失稳的数值分析[J].煤矿安全,2012,43(5):154-156,3.基金项目
内蒙古科技大学创新基金资助项目 （）
