Research on Optimization of Roadway Support Parameters for Cracked Rock Mass in Deep Copper Mine
Received:May 15, 2018  Revised:June 06, 2018
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KeyWord:Cracked rock mass; Supporting parameters; Rock mechanics; Support effect; Mechanical model
           
AuthorInstitution
ZHANG Ting Northwest Institute of Mining and Metallurgy,Baiying,Gansu
LI Jun-ming Deep Mineral Company of BNMC,Baiyin,Gansu
GUO Sheng-mao Deep Mineral Company of BNMC,Baiyin,Gansu
LIU Tao Northwest Institute of Mining and Metallurgy,Baiying,Gansu
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Abstract:
      By analyzing the reason of failure of support in the fractured section of deep copper mine, through the establishment of rock mechanics analysis model of roadway excavation, the radius and stress distribution of the breaker ring after tunnel excavation was calculated. According to the calculation results, the roadway in the broken section was analyzed. The support parameters were designed and calculated. The design of reinforced concrete and bolt joints was adopted. The concrete thickness was 95cm and the length of the anchor bolt was 2m. The new support scheme had obvious effect on roadway support in the fragmented section.
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