Measurements of in situ stress and mining-induced stress in Beiminghe Iron Mine of China

被引:17
作者
Ouyang Zhen-hua [1 ]
Li Chang-hong [2 ]
Xu Wan-cai [3 ]
Li Hao-jie [4 ]
机构
[1] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
[2] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
[3] China State Construct Int Corp, Beijing 100026, Peoples R China
[4] Changjing River Sci Res Inst, Wuhan 430010, Peoples R China
来源
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY | 2009年 / 16卷 / 01期
关键词
in situ stress; mining-induced stress; Beiminghe Iron Mine; stress measurment; HOLLOW INCLUSION TECHNIQUE; SUBSIDENCE; STATE;
D O I
10.1007/s11771-009-0014-6
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
In order to obtain the distribution rules of in situ stress and mining-induced stress of Beiminghe Iron Mine, the stress relief method by overcoring was used to measure the in situ stress, and the MC type bore-hole stress gauge was adopted to measure the mining-induced stress. In the in situ stress measuring, the technique of improved hollow inclusion cells was adopted, which can realize complete temperature compensation. Based on the measuring results, the distribution model of in situ stress was established and analyzed. The in situ stress measuring result shows that the maximum horizontal stress is 1.75-2.45 times of vertical stress and almost 1.83 times of the minimum horizontal stress in this mineral field. And the mining-induced stress measuring result shows that, according to the magnitude of front abutment pressure the stress region can be separated into stress-relaxed area, stress-concentrated area and initial stress area. At the -50 m mining level of this mine, the range of stress-relaxed area is 0-3 m before mining face; the range of stress-concentrated area is 3-55 m before mining face, and the maximum mining-induced stress is 16.5-17.5 MPa, which is 15-20 m from the mining face. The coefficient of stress concentration is 1.85.
引用
收藏
页码:85 / 90
页数:6
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