深部巷道围岩承载结构的数值分析
Numerical analysis on support structure of rock around deep roadway
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摘要: 围岩承载结构的稳定是深部巷道支护成功的关键。应用岩石峰后应变软化本构模型对深部巷道进行数值模拟研究,分析了深部巷道与浅部巷道围岩承载结构的差别,探讨了支护阻力对深部巷道围岩承载结构的影响。研究结果表明:深部巷道围岩中存在围岩强度强、弱软化区域交替出现的现象;而提高支护阻力可以缩小围岩强度软化区域范围,减小围岩强度软化程度,改善巷道围岩应力分布状况。得出了支护阻力通过控制围岩强度软化,提高围岩自承能力,实现深部巷道围岩承载结构稳定的目的的结论。Abstract: The stabilization of the rock support structure is the key to the success in the deep roadway supporting process.Numerical simulations of the deep roadway were carried out through application of the strain-softening constitutive model.Differences between the deep and shallow roadways of the rock support structure were analyzed.Influences of the support resistance on the rock support structure at the deep roadway were discussed.It was shown that there was alternation of strong and weak strength-softening region in the surrounding rock of deep roadways.However,the increase in the support resistance cut down the size of strength-softening region of surrounding rock,decreased its strength-softening degree,and improved the stress distribution condition of the surrounding rock mass.It was concluded that the support resistance would raise the self supporting ability of surrounding rock through controlling its strength-softening so as to make the rock support structure of deep roadways stable.