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Identification methods for anomalous stress region in coal roadways based on microseismic information and numerical simulation

机译:基于微震信息和数值模拟的煤巷异常应力区识别方法

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摘要

It is believed that the microseismicity induced by mining effect and gas gradient disturbance stress is a precursor to the essential characteristics of roadway unstability. In order to effectively identify and evaluate the stability of coal roadways in the process of mine development and extraction, a microseismic monitoring system was deployed for the study of the stress evolution process, damage degree and distribution characteristics in the tailgate and headgate. The mine under study is the 62113 outburst working face of Xin Zhuangzi coalmine in Huainan mining area. The whole process of microfractures initiation,extension, interaction and coalescence mechanisms during the progressive failure processes of the coal rock within the delineated and typical event clusters were investigated by means of a two dimensional realistic failure process analysis code (RFPA2D-Flow). The results show that the microseismic events gradually create different-sized event clusters. The microseismicity of the tailgate is significantly higher than that of the headgate. The study indicates that the greater anomalous stress region matches the area where microfractures continuously develop and finally connect to each other and form a fissure zone. Due to the mine layout and stress concentration, the ruptured area is mainly located on the left shoulder of the tailgate roof. The potential anomalous stress region of the coal roadway obtained by numerical simulation is relatively in good agreement with the trend of spatial macro evolution of coal rock microfractures captured by the microseismic monitoring system. The research results can provide important basis for understanding instability failure mechanism of deep roadway and microseismic activity law in complex geologic conditions, and it ultimately can be used to guide the selection and optimization of reinforcement and protection scheme.
机译:可以认为,开采效应和气体梯度扰动应力引起的微震是巷道不稳定基本特征的先兆。为了有效地识别和评价煤矿开采和开采过程中煤巷的稳定性,部署了微地震监测系统来研究后挡板和后挡板的应力演化过程,损伤程度和分布特性。所研究的煤矿是淮南矿区新庄子煤矿的62113突出工作面。利用二维现实破坏过程分析代码(RFPA2D-Flow),研究了典型事件群内煤岩渐进破坏过程中微裂缝的萌生,扩展,相互作用和聚结机制的全过程。结果表明,微震事件逐渐形成不同大小的事件簇。后挡板的微震性明显高于后挡板的微震。研究表明,较大的异常应力区域与微裂缝连续发展并最终彼此连接并形成裂缝区的区域相匹配。由于矿井的布置和应力集中,破裂区域主要位于后挡板顶板的左肩上。通过数值模拟获得的煤巷潜在的异常应力区域与微震监测系统捕获的煤岩微裂缝的空间宏观演化趋势相对吻合。研究结果可为理解复杂地质条件下深部巷道失稳破坏机理和微震活动规律提供重要依据,最终可为指导加固保护方案的选择和优化提供指导。

著录项

  • 来源
    《矿业科学技术(英文版)》 |2017年第3期|525-530|共6页
  • 作者单位

    College of Safety Science and Engineering, Xi'an University of Science&Technology, Xi'an 710054, China;

    Key Laboratory of Western Mine Exploitation and Hazard Prevention Ministry of Education, Xi'an University of Science&Technology, Xi'an 710054, China;

    College of Safety Science and Engineering, Xi'an University of Science&Technology, Xi'an 710054, China;

    College of Safety Science and Engineering, Xi'an University of Science&Technology, Xi'an 710054, China;

    College of Safety Science and Engineering, Xi'an University of Science&Technology, Xi'an 710054, China;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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  • 入库时间 2022-08-18 01:02:40
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