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The analysis of rock damage process based on the microseismic monitoring and numerical simulations

机译:基于微震监测和数值模拟的岩石损伤过程分析

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摘要

In mining process, the mechanical parameters of rock mass are deteriorating continuously. Fixed mechanical parameters were usually selected when using numerical simulation to analyze the damage process of rock mass, which led to the simulation results difficult to meet the actual situation. Microseismic monitoring system is an effective means to monitor the evolution of rock mass damage. It is of great significance to effectively combine the monitoring data with numerical simulation to correct rock mass parameters. In order to study the relationship between source parameters and rock mass damage, microseismic events of No. 15-16 exploratory line were analyzed from the project of Shirengou iron mine. Location verification was carried out on the established microseismic monitoring system and the microseismic events with larger errors were eliminated. The damage and failure characteristics of rock mass in this area were preliminarily analyzed based on the analysis of the temporal and spatial change of microseismic events and source parameters. In addition, based on the study of isotropic releasable strain energy, the damage model of rock mass was established by using the relationship between source parameters and releasable strain energy. The microseismic monitoring results were used as input of numerical simulation through FISH language existing in FLAC(3D). Source parameters were used to modify rock mechanical parameters, so as to analyze the damage process of rock mass. Through the analysis of microseismic activity, the damage degree of rock mass and the change of plastic zone, the unstable areas were located, furthermore corresponding preventive measures were put forward.
机译:在采矿过程中,岩体的力学参数不断恶化。在数值模拟分析岩体破坏过程时,通常选择固定的力学参数,导致模拟结果难以满足实际情况。微震监测系统是监测岩体破坏演化的有效手段。有效地将监测数据与数值模拟相结合以校正岩体参数具有重要意义。为了研究震源参数与岩体损伤之间的关系,从石人沟铁矿项目分析了15-16号勘探线的微震事件。在已建立的微地震监测系统上进行位置验证,并消除了误差较大的微地震事件。在对微震事件时空变化和震源参数分析的基础上,初步分析了该区域岩体的破坏破坏特征。此外,在各向同性可释放应变能研究的基础上,利用源参数与可释放应变能之间的关系,建立了岩体损伤模型。通过在FLAC(3D)中存在的FISH语言,将微地震监测结果用作数值模拟的输入。使用源参数修改岩石力学参数,从而分析岩体的破坏过程。通过对微震活动,岩体破坏程度和塑性区变化的分析,确定了不稳定区域,并提出了相应的预防措施。

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