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现代矿业 ›› 2018, Vol. 34 ›› Issue (02): 60-63+68.

• 采矿工程 • 上一篇    下一篇

卸压爆破下岩体损伤模拟研究

汪禹1,2,3,张西良1,2,3,俞海云1,崔正荣1,2,3,杨海涛1,2,3   

  1. 1.中钢集团马鞍山矿山研究院有限公司;2.金属矿山安全与健康国家重点实验室;3.华唯金属矿产资源高效循环利用国家工程研究中心有限公司
  • 出版日期:2018-02-24 发布日期:2018-03-21

Simulation Study on the Rock Mass Failure Under the Action of Unloading Blasting

Wang Yu1,2,3,Zhang Xiliang1,2,3,Yu Haiyun1,Cui Zhengrong1,2,3,Yang Haitao1,2,3   

  1. 1.Sinosteel Maanshan Institute of Mining Research Co.,Ltd.;2.State Key Laboratory of Safety and  Health for Metal Mine;3.Huawei National Engineering Research Center of High Efficient Cyclic and  Utilization of Metallic Mineral Resources Co.,Ltd.
  • Online:2018-02-24 Published:2018-03-21

摘要: 深部矿床应力集中区易诱导岩爆等地质灾害,利用卸压爆破法将应力集中区多余的能量释放,使整个能量体系达到动态平衡,实现高应力向深部岩体转移,围岩应力重新分布,继而达到防治岩爆的效果。为研究深部初始地应力场对卸压爆破效果的影响,采用ANSYS/LS-DYNA软件分别模拟3种开采深度条件下岩体卸压爆破过程。结果表明,开采深度由1 000 m增加到3 000 m 时,卸压爆破损伤范围变化较为显著,随初始地应力进一步加大,地应力对卸压爆破损伤抑制作用进一步加剧,导致爆炸应力波和爆生气体所形成的损伤区体积逐渐缩小,呈非单调变化;岩体卸压爆破损伤类型由拉伸破坏逐渐转向为剪切破坏,地应力对拉伸破坏起进一步抑制作用,对剪切破坏起到促进作用。结果对深部矿体卸压爆破设计具有理论指导意义。

关键词: 卸压爆破, 开采深度, 地应力分布, 拉伸破坏, 剪切破坏, 数值模拟

Abstract: The geological hazards such as rock burst etc can be induced easily by the stress concentration area of deep deposit, using unloading blasting method to release the excess energy of stress concentration area is helpful for promoting the dynamic balance of whole energy system,the transfer of high stress to deep rock mass,stress redistribution of surrounding rock,so,the final goal of rock burst prevention can be realized.In order to study the influence of deep initial ground stress field to unloading blasting effects,the unloading blasting process of rock mass with three mining depth is simulated by adopting ANSYS/LS-DYNA software.The study results show that,with the increasing of the mining depth from 1 000 m to 3 000 m,the variation scope of the failure area caused by unloading blasting is significant,with the further increasing of initial ground stress, the inhibition effects of ground stress to the failure degree caused by unloading blasting is enhanced gradually,which caused the failure area volume formed by blasting stress wave and blasting gas is decreased significantly,and the volume variation doesn't characterized by monotonicity;the failure type of rock mass caused by unloading blasting is transferred from tensile failure to shear failure,the inhibition effects of ground stress to tensile failure or rock mass is obvious,while the shear failure of rock mass can be promoted by ground stress.The above analysis results can provide some theoretical reference for the unloading blasting design of deep ore-bodies.

Key words: Unloading blasting, Mining depth,Distribution of ground stress, Tensile failure, Shear failure, Numerical simulation