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A new technology for hard-rock tunneling based on drilling and hydraulic impact breaking 被引量:4
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作者 Long Risheng Sun Shaoni +2 位作者 Lian Zisheng Liao Yaoyao Qin Xiaofeng 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第6期1053-1058,共6页
In order to realize the safety, high efficiency and rapidity of hard rock tunneling, we propose the drilling &hydraulic impact hard-rock tunneling(DHIHT) technology and method. Based on the LS-DYNA explicit module... In order to realize the safety, high efficiency and rapidity of hard rock tunneling, we propose the drilling &hydraulic impact hard-rock tunneling(DHIHT) technology and method. Based on the LS-DYNA explicit module and APDL programming, the key parameters of DHIHT, including drilling spacing and drilling radius, were investigated. The simulation results show that: the drilling spacing should not exceed0.20 m-larger distances weaken the actual breaking effect; the best drilling radius is about 0.035 m, larger or smaller distances would both decrease the effect of drilling-hole free surfaces. The field impact breaking experiments were conducted in Baitaizi township granite quarry, Jinzhou, Liaoning province,China. The experiment results indicate that DHIHT is a feasible method for hard-rock tunneling, but its efficiency still needs to be further optimized and improved. 展开更多
关键词 Hydraulic impact breakingHard rock tunnelingbreaking mechanismNumerical simulationTechnology research
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