A new technology for hard-rock tunneling based on drilling and hydraulic impact breaking
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...
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Veröffentlicht in: | 矿业科学技术学报(英文版) 2015 (6), p.1041-1046 |
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creator | Long Risheng Sun Shaoni Lian Zisheng Liao Yaoyao Qin Xiaofeng |
description | 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 exceed 0.20 m-larger distances weaken the actual breaking effect;the best drilling radius is about 0.035 m, lar-ger 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. |
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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 exceed 0.20 m-larger distances weaken the actual breaking effect;the best drilling radius is about 0.035 m, lar-ger 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.</description><identifier>ISSN: 2095-2686</identifier><language>eng</language><publisher>Col ege of Mechanical Engineering, Taiyuan University of Technology, Taiyuan 030024, China%School of Mechanical Engineering&Automation, Northeastern University, Shenyang 110004, China</publisher><ispartof>矿业科学技术学报(英文版), 2015 (6), p.1041-1046</ispartof><rights>Copyright © Wanfang Data Co. Ltd. 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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 exceed 0.20 m-larger distances weaken the actual breaking effect;the best drilling radius is about 0.035 m, lar-ger 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. 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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 exceed 0.20 m-larger distances weaken the actual breaking effect;the best drilling radius is about 0.035 m, lar-ger 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.</abstract><pub>Col ege of Mechanical Engineering, Taiyuan University of Technology, Taiyuan 030024, China%School of Mechanical Engineering&Automation, Northeastern University, Shenyang 110004, China</pub></addata></record> |
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title | A new technology for hard-rock tunneling based on drilling and hydraulic impact breaking |
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