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矿井地应力的分析与应用 被引量:1
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作者 常杰 《科技信息》 2010年第35期305-305,343,共2页
以寺河矿西区为例,根据地应力现场实测数据,分析得出了最大主应力与深度之间的变化规律,判断了矿区的应力量级,确定了最大主应力的方向,判别了矿区应力场类型,从而为寺河矿的高产高效矿井建设提供重要的参考资料。
关键词 矿井地应力 最大主应力 矿区应力场
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Modern tectonic stress field deeply in Xuzhou Coal Mine 被引量:3
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作者 Zhen-jie JING Fu-ren XIE Xiao-feng CUl Jing-fei ZHANG 《Journal of Coal Science & Engineering(China)》 2013年第1期14-18,共5页
By inverting fault slip data, the parameters of 12 tectonic stress tensors in the mine region can be determined. The following characteristics can be obtained for recent tectonic stress fields, which are found deep in... By inverting fault slip data, the parameters of 12 tectonic stress tensors in the mine region can be determined. The following characteristics can be obtained for recent tectonic stress fields, which are found deep in the study region. The results show that the recent tectonic stress field mainly presents the characteristics of near NWW-SSE maximum compressional stress and near NE-SW minimum extensional stress, while the stress regimes are mainly of strike slip, part of the reverse-fault type. Recent tectonic stress field in the region is characterized by horizontal components. The maximum principal compression stress direction was from NEE to SEE, the average principal compression stress direction was near NWW-SSE maximum compres- sional stress and near NE-SW minimum extensional. The recent tectonic stress field of the studied area can be controlled by a large tectonic stress area. 展开更多
关键词 Xuzhou region fault slip data tectonic stress field INVERSION
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NUMERICAL SIMULATION OF THE STRUCTURAL STRESS FIELD OF BEIYA GOLD DEPOSIT
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作者 MA Deyun and GAO Zhenmin(Open Laboratory of Ore Deposit Geochemistry, Institute of Geochemistry, Chinese Academy of Sciences, Guiyang 550002, China Department of Earth Science, Kunming University of Scienceand Technology, Kunming 650093, China) 《Geotectonica et Metallogenia》 2003年第1期91-103,共13页
Based on the study about the geological background of Beiya Gold Deposit, numerical simulation was conducted about the three-dimensional structural stress field for Beiya Gold Deposit by applying finite element theory... Based on the study about the geological background of Beiya Gold Deposit, numerical simulation was conducted about the three-dimensional structural stress field for Beiya Gold Deposit by applying finite element theory and by employing a linear elasticity model. Results of the simulation indicate that the Beiya syncline is a faulted basin, and a hidden fracture occurs in the west wing of the syncline.Under the action of the EW-trending compressive force, four nearly NS-trending fractures (groups) were generated in the stress stretching areas of the two wings of the syncline, and these fractures constitute favorable tectonic positions for the upward intrusion of porphyry magma and the occurrence of Au-Pb-Zn polymetallic deposits. 展开更多
关键词 Beiya gold deposit structural stress field numerical simulation
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