Analysis of factors and countermeasures of mining subsidence in Kaiyang Phosphorus Mine

Jian Deng , Li Bian , Xi-bing Li , Guo-yan Zhao , Xin-min Wang

Journal of Central South University ›› 2006, Vol. 13 ›› Issue (6) : 733 -737.

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Journal of Central South University ›› 2006, Vol. 13 ›› Issue (6) : 733 -737. DOI: 10.1007/s11771-006-0023-7
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Analysis of factors and countermeasures of mining subsidence in Kaiyang Phosphorus Mine

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Abstract

Ground crack and subsidence were investigated in Kaiyang Phosphorus Mine as an example. Contribution factors to cause ground crack and mining subsidence were studied, including mining method, mining depth and ore thickness and stope size, dip angle of orebody, geological structure, nature of overburden and water contents, and roof supports, etc. Countermeasures against cracks and subsidence were put forward. The uniaxial compressive strength of compounded phosphorus gypsum after 28 d of curing period was tested to be more than 1 MPa. Phosphorus gypsum can be used as materials for the backfill of stope. By comparison and numerical simulation, cut and fill mining method with middle-deep drilling holes and ore transportation by blasting force was selected as the optimum mining method in Kaiyang Phosphorus Mine.

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mining subsidence / ground crack / cut and fill mining method / Kaiyang Phosphorus Mine

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Jian Deng,Li Bian,Xi-bing Li,Guo-yan Zhao,Xin-min Wang. Analysis of factors and countermeasures of mining subsidence in Kaiyang Phosphorus Mine. Journal of Central South University, 2006, 13(6): 733-737 DOI:10.1007/s11771-006-0023-7

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