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Research on the Hard-Rock Breaking Mechanism of Hydraulic Drilling Impact Tunneling

机译:水力钻进冲击隧洞硬岩破碎机理研究

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摘要

In order to realize the rapid hard-rock tunneling in a safe, highly effective, and economic manner, the hydraulic drilling impact hard-rock tunneling (HDIHT) technology and method were introduced based on the theories of rock mechanics and hydraulic impact. The key parameters, including drilling radius and impact distance, were researched to reveal the stress behavior during HDIHT process. The Von Mises equivalent stress and its principal stress components were analyzed, and the breaking mechanism of HDIHT was also discussed. The simulation results show that, to ensure the effectiveness of "secondary breaking" caused by drilling hole free surfaces, the impact distance should not exceed 200 mm, and the optimal drilling radius was about 35 mm.
机译:为了以安全,高效,经济的方式实现快速硬岩隧道掘进,在岩石力学和水力冲击理论的基础上,介绍了液压钻井冲击硬岩隧道掘进技术和方法。研究了包括钻孔半径和冲击距离在内的关键参数,以揭示HDIHT过程中的应力行为。分析了冯·米塞斯的等效应力及其主应力分量,并讨论了HDIHT的断裂机理。仿真结果表明,为保证无孔表面引起的“二次断裂”效果,冲击距离应不超过200mm,最佳钻孔半径约为35mm。

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  • 来源
    《Mathematical Problems in Engineering》 |2015年第16期|153648.1-153648.34|共34页
  • 作者单位

    Shanxi Key Lab Fully Mechanized Coal Min Equipmen, Taiyuan 030024, Shanxi, Peoples R China.;

    Northeastern Univ, Sch Mech Engn & Automat, Shenyang 110004, Liaoning, Peoples R China.;

    Shanxi Key Lab Fully Mechanized Coal Min Equipmen, Taiyuan 030024, Shanxi, Peoples R China.;

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