滇东北深部矿山地应力场特征及岩石力学特性变化综合研究

IF 5
Hui Wang, Bangtao Sun, Cong Cao, Shibo Yu, He Wang, Ye Yuan, Hua Zhong
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引用次数: 0

摘要

毛坪铅锌矿区是滇东北重要的金属矿区。本研究首次在矿区进行了水力压裂原位应力测试和超声成像测井。其次,收集了930个震源机制解和矿区附近231组应力数据;然后,分析了地下应力场类型、地应力大小、水平主应力方向和侧压力比的变化规律,表征了地下应力场的分布特征。在此基础上,提出了利用钻孔突破和钻致裂缝确定应力方向的新方法。最后,分析了白云岩力学性质随埋深的变化规律,探讨了岩石力学性质对地应力场分布的影响。结果表明:矿区地应力为σH >; σV > σH,处于走滑应力状态;地应力大小较大,且随埋深的增大而增大。最大和最小水平侧向应力系数分别稳定在1.22和0.73左右。最大水平主应力方向为NW,主要分布在N58.44°W ~ N59.70°W之间,震源机制解推断的应力场与试验结果吻合较好。倾角在30°~ 75°之间的构造面占比超过80%,构造面倾角以NW ~ NWW为主。结构面的线密度表现为浅密度高,深密度低。弹性模量和强度越高,岩石的能量积累越多,导致地应力水平越高。研究结果对矿井巷道布置、支护优化设计和灾害防治具有重要的参考意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

A comprehensive study on in situ stress field characteristics and changes in rock mechanical properties in deep mines in northeastern Yunnan, China

A comprehensive study on in situ stress field characteristics and changes in rock mechanical properties in deep mines in northeastern Yunnan, China

The Maoping lead–zinc mining area is a significant metal mine site in northeastern Yunnan. In this study, both hydraulic fracturing in situ stress testing and ultrasonic imaging logging were first carried out in the mining area. Second, 930 focal mechanism solutions and 231 sets of stress data near the mining area were collected. Then, the variations in the type of in situ stress field, the magnitude of in situ stress, the direction of horizontal principal stress, and the ratio of lateral pressure were analyzed to characterize the distribution of the in situ stress field. On this basis, a new method using borehole breakouts and drilling-induced fractures was proposed to determine the stress direction. Finally, the evolution of the mechanical properties of dolomite with burial depth was analyzed and the influence of rock mechanical properties on the distributions of the in situ stress field was explored. The results show that the in situ stress in the mining area is σH > σV > σh, indicating a strike–slip stress state. The in situ stress is high in magnitude, and its value increases with burial depth. The maximum and minimum horizontal lateral stress coefficients are stabilized at approximately 1.22 and 0.73, respectively. The direction of the maximum horizontal principal stress is NW, mainly ranging from N58.44° W to N59.70° W. The stress field inferred from the focal mechanism solution is in good agreement with the test results. The proportion of structural planes with dip angles between 30° and 75° exceeds 80%, and the dip direction of the structural planes is mainly NW to NWW. The line density of structural planes shows high density in shallow areas and low density in deep areas. More energy tends to be accumulated in rocks with higher elastic modulus and strength, leading to higher in situ stress levels. These findings are of significant reference for mine tunnel layout, support design optimization, and disaster prevention.

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