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现代矿业 ›› 2022, Vol. 38 ›› Issue (10): 136-.

• 岩土工程 • 上一篇    下一篇

某掘进巷道过断层的应力演化规律及预防措施

杨阳1 郭雷2 张恒2 李奥博2 黄一祖2 张继涛1   

  1. 1. 山东唐口煤业有限公司;2. 南阳理工学院土木工程学院
  • 出版日期:2022-10-25 发布日期:2023-05-23

Stress Evolution Law and Preventive Measures of a Tunneling Roadway Crossing Fault

YANG Yang1 GUO Lei2 ZHANG Heng2 LI Aobo2 HUANG Yizu2 ZHANG Jitao1   

  1. 1. Shandong Tangkou Coal Industry Co.,Ltd.; 2. Civil Engineering College,Nanyang Institute of Technology
  • Online:2022-10-25 Published:2023-05-23

摘要: 采用FLAC3D数值模拟的方法,研究某矿2-216工作面掘进通过断层期间应力分布特 征,并提出相关的解压减危措施。结果表明,当掘进工作面迎头至断层40 m 时,断层附近开始形 成应力集中现象,并随着距离断层越近,应力集中现象越明显。针对此结果,基于钻孔预卸压的方 法提出应对方案,取得了良好的卸压防冲效果。

关键词: 冲击地压, 应力演化, 数值模拟, 卸压防冲

Abstract: The FLAC3D numerical simulation method was used to study the stress distribution charac⁃ teristics of the 2-216 working face of a mine during the tunneling through the fault,and put forward rele⁃ vant decompression and risk reduction measures were put forward. The results show that when the working face reaches 40 m from the fault,the stress concentration phenomenon begins to form near the fault,and the closer the distance to the fault,the more obvious the stress concentration phenomenon. In response to this result,a countermeasure was proposed based on the method of pre-relief drilling,which achieved good pressure relief and anti-shock effect.

Key words: impact ground pressure, stress evolution, numerical simulation, pressure relief and antishock