郑群, 焦建康, 段昌瑞, 吴建星, 余国锋, 罗勇. 淮南矿区地应力场分布特征及其演化过程[J]. 中国矿业, 2023, 32(3): 133-140,157. DOI: 10.12075/j.issn.1004-4051.2023.03.017
    引用本文: 郑群, 焦建康, 段昌瑞, 吴建星, 余国锋, 罗勇. 淮南矿区地应力场分布特征及其演化过程[J]. 中国矿业, 2023, 32(3): 133-140,157. DOI: 10.12075/j.issn.1004-4051.2023.03.017
    ZHENG Qun, JIAO Jiankang, DUAN Changrui, WU Jianxing, YU Guofeng, LUO Yong. Distribution characteristics and evolution process of in-situ stress field in Huainan Mining Area[J]. CHINA MINING MAGAZINE, 2023, 32(3): 133-140,157. DOI: 10.12075/j.issn.1004-4051.2023.03.017
    Citation: ZHENG Qun, JIAO Jiankang, DUAN Changrui, WU Jianxing, YU Guofeng, LUO Yong. Distribution characteristics and evolution process of in-situ stress field in Huainan Mining Area[J]. CHINA MINING MAGAZINE, 2023, 32(3): 133-140,157. DOI: 10.12075/j.issn.1004-4051.2023.03.017

    淮南矿区地应力场分布特征及其演化过程

    Distribution characteristics and evolution process of in-situ stress field in Huainan Mining Area

    • 摘要: 本文提出一种水压致裂和应力解除地应力测试之间数据转换和有效性验证的方法,统计得到了淮南矿区500~1 050 m埋深范围内84组有效地应力测试数据,绘制地应力分布矢量图,结合淮南矿区地质构造特征和历次构造运动,回归分析了淮南矿区地应力场分布特征及其演化过程,得出如下结论:淮南矿区地应力场类型整体为构造应力场,应力场量级以高应力场为主,局部属于超高应力场;随着埋深的增加,最大水平主应力、最小水平主应力和垂直主应力量值逐渐增大,水平应力增加幅度小于垂直应力,应力场类型表现出由构造应力场向自重应力转变的趋势;淮南矿区多数测点最大水平主应力方向为NEE-WE向,局部为NW-SE向,区域构造主应力场方向大部分继承了喜马拉雅运动期的NEE-EW向,局部保留了燕山运动中期的NWW-SEE向;新生代松散层在煤系地层堆积,决定了垂直应力的大小。

       

      Abstract: A method of data conversion and validity verification between hydrofracturing and stress relief in-situ stress tests is proposed.84 groups of effective in-situ stress test data within the buried depth of 500-1 050 m in Huainan Mining Area are statistically obtained, and the in-situ stress distribution vector map is drawn.Combined with the geological structure characteristics and previous tectonic movements in Huainan Mining Area, the distribution characteristics and evolution process of in-situ stress field in Huainan Mining Area are regressed and analyzed.The conclusions are as follow the type of in-situ stress field in Huainan Mining Area is tectonic stress field as a whole, the magnitude of stress field is mainly high stress field, and locally it belongs to ultra-high stress field.With the increase of buried depth, the maximum and minimum horizontal principal stress and vertical principal stress gradually increase, and the increase range of horizontal stress is less than that of vertical stress.The type of stress field shows the trend of changing from tectonic stress field to self weight stress.The maximum horizontal principal stress direction of most measuring points in Huainan Mining Area is NEE-NW, and locally NW-SE.The direction of regional tectonic principal stress field mostly inherits NEE-EW during Himalayan movement, and locally retains NWW-SEE in mid Yanshan movement.The Cenozoic unconsolidated strata accumulated in coal measure strata, which determined the vertical stress.

       

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