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FU Yilong, KANG Tianhe. Numerical Simulation of Reinforcement Method and Its Effect for High Stress Broken Chamber[J]. Safety in Coal Mines, 2017, 48(2): 192-195.
Citation: FU Yilong, KANG Tianhe. Numerical Simulation of Reinforcement Method and Its Effect for High Stress Broken Chamber[J]. Safety in Coal Mines, 2017, 48(2): 192-195.

Numerical Simulation of Reinforcement Method and Its Effect for High Stress Broken Chamber

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  • Published Date: February 19, 2017
  • High stress broken chamber has the characteristics of strong flowing deformation, large deformation, and reasonable reinforcement approach is the assurance of safety and stability of chamber. Taking Changping 4303 substation’s reinforcement as a study object, through analyzing the surrounding rock, stress condition and deformation and failure mechanism, we propose the reinforcement method to transfer surrounding rock stress, including inverted arch closure supporting and composite anchor cable reinforcing and deep hole high pressure grouting. The research indicates that the combination of inverted arch closure support and composite anchor cable reinforcing can reduce fractures. Deep hole grouting can transfer the high stress of surrounding rock to deep rock. Combination reinforcement can prevernt the damage of surrounding rock and reduce the deformation amount of surrounding rock.
  • [1]
    康红普,林健,杨景贺.松软破碎硐室群围岩应力分布及综合加固技术[J].岩土工程学报,2011,33(5):808.
    [2]
    余贵军.高应力大断面硐室破裂岩体加固支护技术研究[J]. 煤炭工程,2013(6):34-36.
    [3]
    张恒亮,桑普天,张金松.顾桥矿深井软弱破碎岩硐室支护技术[J].煤矿安全,2013,44(4):113-115.
    [4]
    何富连,张广超.深部破碎软岩巷道围岩稳定性分析及控制[J].岩土力学,2015,36(5):1397-1406.
    [5]
    郭建伟.深井节理化围岩巷道破坏机理及控制技术[J].煤炭学报,2012,37(9):1559-1563.
    [6]
    乔卫国,狄胜同,林登阁,等.深部高应力硐室支护方案数值模拟分析[J].煤矿安全,2015,46(12):136.
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