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

被引:20
作者
Deng Jian [1 ]
Bian Li
Li, Xi-bing
Zhao Guo-yan
Wang Xin-min
机构
[1] Cent S Univ, Sch Resouces & Safety Engn, Changsha 410083, Peoples R China
[2] Cent S Univ, Sch Business, Changsha 410083, Peoples R China
来源
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY | 2006年 / 13卷 / 06期
基金
中国国家自然科学基金;
关键词
mining subsidence; ground crack; cut and fill mining method; Kaiyang Phosphorus Mine;
D O I
10.1007/s11771-006-0023-7
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
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 slope. 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.
引用
收藏
页码:733 / 737
页数:5
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