›› 2017, Vol. 38 ›› Issue (5): 1436-1444.doi: 10.16285/j.rsm.2017.05.026

• 岩土工程研究 • 上一篇    下一篇

基于微震矩张量的矿山围岩破坏机制分析

唐礼忠,翦英骅,李地元,王 春,邓丽凡,陈 源   

  1. 中南大学 资源与安全工程学院,湖南 长沙 410083
  • 收稿日期:2015-04-29 出版日期:2017-05-11 发布日期:2018-06-05
  • 作者简介:唐礼忠,男,1963年生,博士,教授,博士生导师,主要从事岩石力学与地下空间结构稳定及工程地质灾害防治等方面的教学与研究工作。
  • 基金资助:

    国家自然科学基金资助项目(No. 51474250)。

Analysis of damage mechanism for surrounding rock based on microseismic moment tensor

TANG Li-zhong, JIAN Ying-hua, LI Di-yuan, WANG Chun, DENG Li-fan, CHEN Yuan   

  1. School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
  • Received:2015-04-29 Online:2017-05-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51474250).

摘要: 微震是矿山岩体损伤的重要信号,并被用于矿山围岩稳定性分析。为应用矩张量理论,研究矿山开采围岩破坏机制,对理论运用中的关键问题提出了解决办法:(1)通过引入适于矿山岩体应力状态的矩张量三分量分解模型,解决了由于矿山应力状态不确定带来的矩张量分解方程组求解的不确定问题;(2)针对Ohstu提出的矩张量岩体破坏模式判据的不足之处进行了讨论和修正,使其适于矿山岩体工程岩体破坏模式分析。利用改进后的矩张量分析方法对冬瓜山铜矿的部分巷道围岩破坏机制进行研究,印证了冬瓜山巷道围岩破坏是一种以剪切破坏为主,多因素综合作用的破坏形式的结论。当巷道穿过不同岩层接触带时,微震事件在接触带附近积聚,表明巷道围岩出现剪切破坏带并形成冒落区;位于单一岩层中的巷道围岩中的微震活动较为分散,破坏原因多为围岩应力集中,破坏形式表现为局部性围岩冒落。

关键词: 矩张量, 微震监测, 破坏机制, 微震活动, 破坏判据

Abstract: Seismicity as an important parameter in a mine indicates rock damage, which is widely used for prediction and control of the stability of surrounding rock mass during mining. To investigate failure mechanisms of surrounding rock during mining, we propose solutions to key issues concerning applications of the moment tensor theory. A moment tensor three-component decomposition model is introduced to solve the uncertainty of the solution of equations of moment tensor decomposition due to the uncertainty of mining-induced stress states. The deficiencies of the criterion of rock failure modes proposed by Ohstu are discussed and thereby a revised criterion is proposed to analyse rock failure modes in a mine. Failure mechanisms of surrounding rocks in Dongguashan Cooper Mine are studied by the proposed seismic moment tensor method. The results show that the major rock failure of Dongguashan roadway is shear failure, in combination with the failure mode of the combined action of multiple factors. When tunnels are located in different rock contact zones, microseismic events cluster in the contact zone and a shear band occurs in the seismic event clustered area. However, when tunnels are located in one stratum, the distribution of microseismic events is more dispersed. The failure is caused by the stress concentration, and the failure mode is the local surrounding rock caving.

Key words: moment tensor, microseismic monitoring, damage mechanism, microseismic activities, failure criteria

中图分类号: 

  • TD 325

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