Study on Stability of Metal Mine Overlying Strata for Artificial Pillar Support
In this paper, artificial pillar in one gold mine is designed and the stability of overlying strata at its supporting goaf is investigated. From the perspective of stress distribution, the results show that the stress which applied to roof overlying strata and artificial pillar cannot reach damage degree of instability, and the devised artificial pillar can meet the requirement of safety production. However, the stability monitoring at some key positions on the surrounding rock of goaf should be strengthened. It is found from the displacement changes that the larger the goaf span is, the greater the subsidence of roof overlying strata is. In addition, the mining in the next mid section has a great influence on the shifting of roof overlying strata at the goaf of the above mid section.
Keywords: Artificial pillar; Overlying strata; Metal mine; Stability
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ABOUT THE AUTHORS
Kang Zhao
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Zhongqun Guo
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Xiaodong Zhao
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Zeming Zhou
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Xiaojun Wang
School of Resources and Environment Engineering, Jiangxi University of Science and Technology
Kang Zhao
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Zhongqun Guo
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Xiaodong Zhao
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Zeming Zhou
School of Architectural and Surveying Engineering,Jiangxi University of Science and Technology
Xiaojun Wang
School of Resources and Environment Engineering, Jiangxi University of Science and Technology