吴基文, 张文永, 彭华, 等. 2021. 淮南煤田潘集煤矿外围勘查区水压致裂地应力测量研究[J]. 工程地质学报, 29(4): 972-984. doi: 10.13544/j.cnki.jeg.2021-0302.
    引用本文: 吴基文, 张文永, 彭华, 等. 2021. 淮南煤田潘集煤矿外围勘查区水压致裂地应力测量研究[J]. 工程地质学报, 29(4): 972-984. doi: 10.13544/j.cnki.jeg.2021-0302.
    Wu Jiwen, Zhang Wenyong, Peng Hua, et al. 2021. In-situ stress measurement by hydraulic fracturing method around Panji coal mine exploration area in Huainan coalfield[J]. Journal of Engineering Geology, 29(4): 972-984. doi: 10.13544/j.cnki.jeg.2021-0302.
    Citation: Wu Jiwen, Zhang Wenyong, Peng Hua, et al. 2021. In-situ stress measurement by hydraulic fracturing method around Panji coal mine exploration area in Huainan coalfield[J]. Journal of Engineering Geology, 29(4): 972-984. doi: 10.13544/j.cnki.jeg.2021-0302.

    淮南煤田潘集煤矿外围勘查区水压致裂地应力测量研究

    IN-SITU STRESS MEASUREMENT BY HYDRAULIC FRACTURING METHOD AROUND PANJI COAL MINE EXPLORATION AREA IN HUAINAN COALFIELD

    • 摘要: 为分析淮南煤田潘集煤矿外围勘查区的地应力分布规律,采用水压致裂法及装置,对研究区深部勘查区域地应力进行了测试。本次研究共完成3个钻孔、28个测点的现场实测,3个钻孔深度均超过1400 m,其中最大测点深度为1460 m。通过实测和分析,获得了勘查区的地应力状态及其分布规律。研究结果表明:(1)勘查区深度466~1460 m范围内最大水平主应力为13.62~54.58 MPa,最小水平主应力为11.79~37.93 MPa,最大水平主应力方向为NEE向,实测地应力值随着深度增加成近似线性增长的关系;(2)勘查区最大水平主应力与垂直应力的比值为1.03~1.44,平均比值为1.28,表明勘查区地应力状态以水平应力为主导;(3)在埋深450 m以深地应力场类型表现为构造应力场型,且随深度增加,构造应力显现也增大。测量结果可为勘查区矿井规划与煤炭开采设计提供科学依据。

       

      Abstract: To obtain the distribution of in-situ stress in the peripheral exploration area of the Panji coal mine in Huainan coalfield, we used the hydraulic fracturing method and its device to test the in-situ stress in the deep exploration area of the study area.In this study, we completed the field measurement of three boreholes and 28 measuring points.The depths of the three boreholes were all over 1400 m.The maximum measuring point depth was 1460 m.Through actual measurement and analysis, we obtained the in-situ stress state and its distribution laws in the exploration area.The results show that: (1) The depth of the exploration area is within the range of 466~1460 m, the maximum horizontal principal stress is 13.62~54.58 MPa, the minimum horizontal principal stress is 11.79~37.93 MPa.The direction of the maximum horizontal principal stress is the NEE direction.The measured in-situ stress increases approximately linearly with the increase of depth.(2) The ratio of the maximum horizontal principal stress to the vertical stress in the exploration area ranges from 1.03 to 1.44, and the average ratio is 1.28, indicating that the in-situ stress state in the exploration area is dominated by horizontal stress.(3) In the area with a depth of more than 450 m, the in-situ stress field belongs to the type of tectonic stress field.With the increase of depth, the appearance of tectonic stress also increases.The measurement results can provide scientific basis for mine planning and coal mining design in the exploration area.

       

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