›› 2017, Vol. 38 ›› Issue (8): 2335-2342.doi: 10.16285/j.rsm.2017.08.022

• 岩土工程研究 • 上一篇    下一篇

邢东矿深部带压开采导水裂隙带微震监测及突水机制分析

孙运江1,左建平1, 2,李玉宝3,刘存辉1,李彦红1,史 月1   

  1. 1. 中国矿业大学(北京) 力学与建筑工程学院,北京 100083;2. 中国矿业大学 煤炭资源与安全开采国家重点实验室,北京 100083; 3. 河北煤炭科学研究院,河北 邢台 054000
  • 收稿日期:2016-10-08 出版日期:2017-08-11 发布日期:2018-06-05
  • 通讯作者: 左建平,男,1978年生,博士,教授,博士生导师,主要从事裂隙岩体破坏及本构理论方面的研究工作。E-mail: zjp@cumtb.edu.cn E-mail:sun.yunjiang@163.com
  • 作者简介:孙运江,男,1987年生,博士,主要从事矿山岩体力学方面的研究工作。
  • 基金资助:

    国家优秀青年科学基金(No.51622404);国家自然科学基金(No.51374215,No.11572343); “十三五”国家重点研发计划(No.2016YFC0801404);“万人计划”青年拔尖人才联合资助项目。

Micro-seismic monitoring on fractured zone and water inrush mechanism analysis of deep mining above aquifer in Xingdong coalmine

SUN Yun-jiang1, ZUO Jian-ping1, 2, LI Yu-bao3, LIU Cun-hui1, LI Yan-hong1, SHI Yue1   

  1. 1. School of Mechanics and Civil Engineering, China University of Mining & Technology (Beijing), Beijing 100083, China; 2. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing 100083, China; 3. Hebei Coal Science Research Institute, Xingtai, Hebei 054000, China
  • Received:2016-10-08 Online:2017-08-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation for Outstanding Youth Scholars (51622404), the National Natural Science Foundation of China (51374215, 11572343), the State Key Research Development Program (2016YFC0801404) and Outstanding Young Talents of “Ten Thousand People Plan”.

摘要: 针对邢东矿2222工作面深部带压开采接近临界值且局部受隐伏断层等构造影响,可能出现底板突水的问题,采用ESG微震监测系统实时监测导水裂隙带形成过程,并利用研发的CMMA-3D微震分析系统获得了2222工作面底板导水裂隙带的空间位置,为针对性注浆治理和安全开采提供了重要指导。基于断裂力学分析了隐伏断层活化突水机制,推导出隐伏断层扩展长度计算公式。获得了不同类型隐伏断层(正断层和逆断层)的扩展规律:正断层扩展长度?l与承压水压力p和侧压系数 均呈正相关;逆断层扩展长度?l随承压水压力p的增加呈现出先减后增的变化趋势。底板导水裂隙带渗透性随采空区垮落岩体压实度的增加而降低,阐明了2222工作面突水量后期逐渐减小的原因。

关键词: 深部带压开采, 突水通道, 微震监测, 隐伏断层

Abstract: The floor water inrush coefficient of No.2222 mining face is close to the critical value and a high possibility of floor water inrush occurs due to insidious faults in Xingdong coal mine. This paper aims at solving the above problem, and ESG micro-seismic monitoring system was applied to monitor the forming process of water inrush pathway. Besides, the space location of water inrush pathway was obtained by a developed micro-seismic analysis system CMMA-3D. Hence, this provides significant guidance for targeted grouting and safe mining above the confined aquifer. The mechanism of water inrush through insidious faults was analyzed based on fracture mechanics and then a formula was deduced to calculate insidious fault propagation length. The propagation laws of different types of faults, including normal fault and reverse fault, were achieved. When the insidious fault is a normal fault, its propagation length ?l is positively correlated with confined water pressure p and lateral pressure coefficient . When the insidious fault is a reverse fault, its propagation length ?l presents the variation tendency of decrease-increase with the increase of confined water pressure p. The permeability of floor fractured zone decreases with the increase of compaction degree of caving rocks, which reveals the reason for water irruption reduction of a later stage in No.2222 mining face.

Key words: deep mining above aquifer, water inrush pathway, micro-seismic monitoring, insidious fault

中图分类号: 

  • TD 315

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