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中文摘要：
利用数值手段模拟深部岩体分区破裂现象的产生及演化过程。从岩石的细观结构层次出发,基于最大拉应力准则和应变能密度理论建立单元破坏准则,并应用弹性损伤力学方法来模拟岩石的破坏行为,数值模拟过程中,必须考虑地下洞室开挖释放的能量足够引起围岩产生动力现象,即将开挖过程视为一个动力过程。基于上述思想,通过FLAC3D中的FISH语言开发分区破裂化现象的计算程序,并应用该程序求解某深埋巷道围岩破裂形态,得到破裂区和非破裂区的宽度和数量,数值模拟结果与现场观测成果有很好的一致性。
英文摘要：
The generation and evolution of zonal disintegration are analyzed by means of numerical simulation.Based on maximum tensile stress criterion and strain energy density theory,the element failure criteria have been developed in terms of mesoscopic level.Then the elastic damage mechanics is considered to simulate the failure behavior of rock.In the specific numerical modeling process,the released energy caused by the excavation of underground workings must be large enough to bring about dynamic phenomenon of the surrounding rock.In other words,the excavation process can be considered as dynamic process.Based on the above concepts,the zonal disintegration code has been developed by the FISH of FLAC3D.Then it was used to determine the failure pattern of the rock mass around the deep roadways and the quantity and width of the zonal disintegration also have been obtained.The results of numerical simulation are in good agreement with the in-situ monitoring results.
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