Volume 29 Issue 3
Jun.  2023
Turn off MathJax
Article Contents
Article Navigation >  Journal of Geomechanics  > 2023  >  29(3): 430-441
ZHU M D，WANG Z Y，ZHANG Y Z，et al.，2023. In-situ stress measurement and inversion analysis of the deep shaft project area in Sanshan Island based on hydraulic fracturing method[J]. Journal of Geomechanics，29（3）：430−441 doi: 10.12090/j.issn.1006-6616.20232911
Citation: ZHU M D，WANG Z Y，ZHANG Y Z，et al.，2023. In-situ stress measurement and inversion analysis of the deep shaft project area in Sanshan Island based on hydraulic fracturing method[J]. Journal of Geomechanics，29（3）：430−441 doi: 10.12090/j.issn.1006-6616.20232911
shu

In-situ stress measurement and inversion analysis of the deep shaft project area in Sanshan Island based on hydraulic fracturing method

doi: 10.12090/j.issn.1006-6616.20232911
  • 1.

    Deep Mining Laboratory of Shandong Gold Group Co Ltd, Laizhou 261400, Shandong, China

  • 2.

    Shandong Key Laboratory of Deep-sea and Deep-earth Metallic Mineral Intelligent Mining, Laizhou 261400, Shandong, China

  • 3.

    Sanshandao Gold Mine of Shandong Gold Mining Industry Co., Ltd., Laizhou 261400, Shandong, China

  • 4.

    Beijing Key Laboratory of Urban Underground Space Engineering, University of Science and Technology Beijing, Beijing 100083, China

  • 5.

    National Engineering Research Center of Deep Shaft Construction, Beijing 100013, China

Funds:  This research is financially supported by the Shandong Provincial Natural Science Foundation（Grant ZR2021ZD36）
More Information
  • Received: 2023-02-28
  • Revised: 2023-04-25
  • Accepted: 2023-05-08
    Abstract

  • The proposed 2000-meter-deep auxiliary shaft at the Xiling mine, Sanshan Island, Shandong Province, is an ultra-deep shaft construction project. Revealing the characteristics of the in-situ stress field in the shaft construction area is one of the necessary prerequisites for the design and construction of the shaft. We measured the in-situ stress in the deep shaft by hydraulic fracturing method to a depth of 1899.00 m and inverted the 2017.56-meter-deep in-situ stress field in the shaft construction area by numerical simulation. The results show that the maximum horizontal principal stress (SH) ranges from 23.16 to 70.86 MPa, and the minimum horizontal principal stress (Sh) from 15.24 to 47.06 MPa in the depth range from 357.76 to 1899.00 m in the borehole tested by hydraulic fracturing; the principal stress increases nearly linearly with depth, and the measured maximum horizontal principal stress directions in the measured boreholes are NW 55.5°, NW 60.4°, and NW 58.4°, respectively. Horizontal stress mainly dominates the stress field in the shaft engineering area, the vertical stress (Sv) below 1200.00 m is the intermediate stress, and the average value of the ratio of SH to Sv is 1.53. The in-situ stress field distribution pattern in the well-construction area with depth and stratigraphic changes is obtained by inversion analysis of FLAC 3D software. The inversion results are basically consistent with the measured values. It provides the fundamental scientific basis for shaft wall design and engineering risk assessment of shaft projects.

     

    • Full-text Translaiton by iFLYTEK

    The full translation of the current issue may be delayed. If you encounter a 404 page, please try again later.
    FullText(HTML)
  • loading
    • References(63)
  • [1]
    AMADEI B, STEPHANSSON O, 1997. Rock stress and its measurement[M]. Dordrecht: Springer: 95,doi: 10.1007/978-94-011-5346-1.
    [2]
    CAI M F, 1993. Review of principles and methods for rock stress measurement[J]. Chinese Journal of Rock Mechanics and Engineering, 12(3): 275-283. (in Chinese with English abstract)
    [3]
    CAI M F, QIAO L, YU B, et al. , 1999. Results and analysis of in-situ stress measurement at deep position of NO. 2 mining area of Jinchuan Nichkel Mine[J]. Chinese Journal of Rock Mechanics and Engineering, 18(4): 414-418,doi: 10.3321/j.issn:1000-6915.1999.04.011. (in Chinese with English abstract)
    [4]
    CAI M F, 2001. Metal mine design optimization and ground pressure control: theory and practice[M]. Beijing: Science Press: 1-310. (in Chinese)
    [5]
    CAI M F, CHEN C Z, PENG H, et al. , 2006. In-situ stress measurement by hydraulic fracturing technique in deep position of Wanfu coal mine[J]. Chinese Journal of Rock Mechanics and Engineering, 25(5): 1069-1074,doi: 10.3321/j.issn:1000-6915.2006.05.033. (in Chinese with English abstract)
    [6]
    CHEN Q C, AN M J, LI F Q, 1998. Theoretical discussion on 3-D hydraulic fracturing in situ stress measurement[J]. Journal of Geomechanics, 4(1): 37-44. (in Chinese with English abstract)
    [7]
    GAI H L, YAO SH H, YANG L P, et al. , 2021. Characteristics and causes of coseismic surface rupture triggered by the “5. 22” MS 7.4 earthquake in Maduo, Qinghai, and their significance[J]. Journal of Geomechanics, 27(6): 899-912,doi: 10.12090/j.issn.1006-6616.2021.27.06.073. (in Chinese with English abstract)
    [8]
    GALE W J, BLACKWOOD R L, 1987. Stress distributions and rock failure around coal mine roadways[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 24(3): 165-173,doi: 10.1016/0148-9062(87)90524-9.
    [9]
    HE M CH, 2004. Present Situation and Prospect of Rock Mechanics in Deep Mining Engineering[C]//Chinese journal of rock mechanics and engineering. Science Press: 99-105. (in Chinese with English abstract)
    [10]
    HOU K K, WU Q Z, ZHANG F P, et al. , 2022. Application of different in-situ stress test methods in the area of 2 005 m shaft construction of Sanshandao gold mine and distribution law of in-situ stress[J]. Rock and Soil Mechanics, 43(4): 1093-1102,doi: 10.16285/j.rsm.2021.1172. (in Chinese with English abstract)
    [11]
    JIA C, 2021. Application of hydraulic fracturing technology in roof with thick and hard sandstone[J]. Jiangxi Coal Science & Technology(2): 116-118,doi: 10.3969/j.issn.1006-2572.2021.02.041. (in Chinese with English abstract)
    [12]
    LI B, ZHANG W, WEN R, 2022. Study on the hydraulic fracturing in-situ stress measurement in super-long highway tunnels in southern Shaanxi: engineering geological significance[J]. Journal of Geomechanics, 28(2): 191-202,doi: 10.12090/j.issn.1006-6616.2021053. (in Chinese with English abstract)
    [13]
    LI J W, HE Y, 2021. Analysis and research on in-situ stress measurement based on hydraulic fracturing method[J]. Shanxi Architecture, 47(7): 1-5. (in Chinese with English abstract)
    [14]
    LI P, MIAO S J, 2017. Analysis and application of in-situ stress in metal mining area of Chinese mainland[J]. Chinese Journal of Engineering, 39(3): 323-334,doi: 10.13374/j.issn2095-9389.2017.03.002. (in Chinese with English abstract)
    [15]
    LI P, GUO Q F, LIU H T, et al. , 2017. Characteristics of current in-situ stress field and stress accumulation in Shandong region[J]. Chinese Journal of Rock Mechanics and Engineering, 36(9): 2220-2231. (in Chinese with English abstract)
    [16]
    LI S Q, MA M H, ZHANG X, 2017. In-situ stress distribution regularity of Sanshandao gold mine[J]. Modern Mining, 33(1): 202-205,doi: 10.3969/j.issn.1674-6082.2017.01.056. (in Chinese with English abstract)
    [17]
    MENG Q, GAO K, CHEN Q Z, et al. , 2021. Seismogenic, coseismic and postseismic deformation and stress evolution of the 2008 Wenchuan earthquake: numerical simulation analysis[J]. Journal of Geomechanics, 27(4): 614-627,doi: 10.12090/j.issn.1006-6616.2021.27.04.051. (in Chinese with English abstract)
    [18]
    MENG W, TIAN T, SUN D S, et al. , 2022. Research on stress state in deep shale reservoirs based on in-situ stress measurement and rheological model[J]. Journal of Geomechanics, 28(4): 537-549,doi: 10.12090/j.issn.1006-6616.2022041. (in Chinese with English abstract)
    [19]
    MONTONE P, AMATO A, PONDRELLI S, 1999. Active stress map of Italy[J]. Journal of Geophysical Research, 104(B11): 25595-25610,doi: 10.1029/1999jb900181.
    [20]
    PENG H, MA X M, JIANG J J, et al. , 2011. Research on stress field and hydraulic fracturing in-situ stress measurement of 1000 m deep hole in Zhaolou coal mine[J]. Chinese Journal of Rock Mechanics and Engineering, 30(8): 1638-1645. (in Chinese with English abstract)
    [21]
    QIN X H, CHEN Q C, ZHAO X G, et al. , 2020. Experimental study on the crucial effect of test system compliance on hydraulic fracturing in-situ stress measurements[J]. Chinese Journal of Rock Mechanics and Engineering, 39(6): 1189-1202,doi: 10.13722/j.cnki.jrme.2019.1204. (in Chinese with English abstract)
    [22]
    SHANG X G, ZHU S T, JIANG F X, et al. , 2021. Experimental study on the prevention and control of mine earthquake by high pressure water fracturing of huge thick strata in vertical shaft[J]. Journal of China Coal Society, 46(S2): 639-650,doi: 10.13225/j.cnki.jccs.2021.0503. (in Chinese with English abstract)
    [23]
    SU K Z, 1985. Ground stress measurement methods[M]. Beijing: Seismological Press. (in Chinese)
    [24]
    WANG C H, GAO G Y, WANG H, et al. , 2020. Integrated determination of principal stress and tensile strength of rock based on the laboratory and field hydraulic fracturing tests[J]. Journal of Geomechanics, 26(2): 167-174,doi: 10.12090/j.issn.1006-6616.2020.26.02.016. (in Chinese with English abstract)
    [25]
    WANG L J, PAN L Z, 1991. Earth stress measurements and their application in engineering[M]. Beijing: Seismological Press. (in Chinese)
    [26]
    WANG S J, 2009. Geological Nature of rock and its deduction for rock mechanics[J]. Chinese Journal of Rock Mechanics and Engineering, 28(3): 433-450,doi: 10.3321/j.issn:1000-6915.2009.03.001. (in Chinese with English abstract)
    [27]
    WU M L, MA Y, LIAO C T, et al. , 2008. Study on recent state of stress in depth 1 000 m of Jinchuan mine[J]. Chinese Journal of Rock Mechanics and Engineering, 27(S2): 3785-3790,doi: 10.3321/j.issn:1000-6915.2008.z2.071. (in Chinese with English abstract)
    [28]
    YIN J M, ZHOU C H, LI Y A, et al. , 2014. Correlation between tunnel stress and regional stress field in North Xinjiang[J]. Journal of Yangtze River Scientific Research Institute, 31(11): 42-46,doi: 10.3969/j.issn.1001-5485.2014.11.009. (in Chinese with English abstract)
    [29]
    ZHANG C S, WU M L, ZHANG C Y, et al. , 2016. Measurement of present-day stress and analysis of stress state in the Changbaishan Mountains of Jilin province[J]. Chinese Journal of Geophysics, 59(3): 922-930,doi: 10.6038/cjg20160314. (in Chinese with English abstract)
    [30]
    ZHANG H, SHI G, WU H, et al. , 2020. In-situ stress measurement in the shallow basement of the Shanghai area and its structural geological significance[J]. Journal of Geomechanics, 26(4): 583-594,doi: 10.12090/j.issn.1006-6616.2020.26.04.051. (in Chinese with English abstract)
    [31]
    ZHANG Y Z, JI H G, ZHANG T Z, et al. , 2019-03-26. A hydraulic fracturing ground stress test device protector: CN, 201821495580.6[P]. (in Chinese)
    [32]
    ZHAO D A, CHEN Z M, CAI X L, et al. , 2007. Analysis of distribution rule of geostress in China[J]. Chinese Journal of Rock Mechanics and Engineering, 26(6): 1265-1271,doi: 10.3321/j.issn:1000-6915.2007.06.024. (in Chinese with English abstract)
    [33]
    ZHU H C, TAO Z Y, 1994. State of in-situ stress in different rocks[J]. Acta Seismologica Sinica, 16(1): 49-63. (in Chinese)
    [34]
    蔡美峰, 1993. 地应力测量原理和方法的评述[J]. 岩石力学与工程学报, 12(3): 275-283.
    [35]
    蔡美峰, 乔兰, 于波, 等, 1999. 金川二矿区深部地应力测量及其分布规律研究[J]. 岩石力学与工程学报, 18(4): 414-418,doi: 10.3321/j.issn:1000-6915.1999.04.011.
    [36]
    蔡美峰, 2001. 金属矿山采矿设计优化与地压控制: 理论与实践[M]. 北京: 科学出版社: 1-310.
    [37]
    蔡美峰, 陈长臻, 彭华, 等, 2006. 万福煤矿深部水压致裂地应力测量[J]. 岩石力学与工程学报, 25(5): 1069-1074,doi: 10.3321/j.issn:1000-6915.2006.05.033.
    [38]
    陈群策, 安美建, 李方全, 1998. 水压致裂法三维地应力测量的理论探讨[J]. 地质力学学报, 4(1): 37-44.
    [39]
    盖海龙, 姚生海, 杨丽萍, 等, 2021. 青海玛多“5·22”MS7.4级地震的同震地表破裂特征、成因及意义[J]. 地质力学学报, 27(6): 899-912,doi: 10.12090/j.issn.1006-6616.2021.27.06.073.
    [40]
    何满潮, 2004. 深部开采工程岩石力学现状及其展望[C]//第八次全国岩石力学与工程学术大会论文集. 成都: 科学出版社: 99-105.
    [41]
    侯奎奎, 吴钦正, 张凤鹏, 等, 2022. 不同地应力测试方法在三山岛金矿2 005 m竖井建井区域的应用及其地应力分布规律研究[J]. 岩土力学, 43(4): 1093-1102,doi: 10.16285/j.rsm.2021.1172.
    [42]
    贾晨, 2021. 厚硬砂岩顶板水压致裂技术的应用[J]. 江西煤炭科技(2): 116-118,doi: 10.3969/j.issn.1006-2572.2021.02.041.
    [43]
    李彬, 张文, 文冉, 2022. 陕南特长公路隧道水压致裂法地应力测量结果及工程地质意义分析[J]. 地质力学学报, 28(2): 191-202,doi: 10.12090/j.issn.1006-6616.2021053.
    [44]
    李剑伟, 何勇, 2021. 基于水压致裂法的原地应力测试分析与研究[J]. 山西建筑, 47(7): 1-5. doi: 10.13719/j.cnki.1009-6825.2021.07.001
    [45]
    李鹏, 苗胜军, 2017. 中国大陆金属矿区实测地应力分析及应用[J]. 工程科学学报, 39(3): 323-334,doi: 10.13374/j.issn2095-9389.2017.03.002.
    [46]
    李鹏, 郭奇峰, 刘洪涛, 等, 2017. 山东地区现今地应力场特征与应力积累水平分析[J]. 岩石力学与工程学报, 36(9): 2220-2231.
    [47]
    李书强, 马明辉, 张旭, 2017. 三山岛金矿矿区地应力分布特征[J]. 现代矿业, 33(1): 202-205,doi: 10.3969/j.issn.1674-6082.2017.01.056.
    [48]
    孟秋, 高宽, 陈启志, 等, 2021. 2008年汶川大地震孕震、同震及震后变形和应力演化全过程的数值模拟[J]. 地质力学学报, 27(4): 614-627,doi: 10.12090/j.issn.1006-6616.2021.27.04.051.
    [49]
    孟文, 田涛, 孙东生, 等, 2022. 基于原位地应力测试及流变模型的深部泥页岩储层地应力状态研究[J]. 地质力学学报, 28(4): 537-549,doi: 10.12090/j.issn.1006-6616.2022041.
    [50]
    彭华, 马秀敏, 姜景捷, 等, 2011. 赵楼煤矿1000m深孔水压致裂地应力测量及其应力场研究[J]. 岩石力学与工程学报, 30(8): 1638-1645.
    [51]
    秦向辉, 陈群策, 赵星光, 等. 2020. 水压致裂地应力测量中系统柔度影响试验研究[J]. 岩石力学与工程学报, 39(6): 1189-1202,doi: 10.13722/j.cnki.jrme.2019.1204.
    [52]
    尚晓光, 朱斯陶, 姜福兴, 等, 2021. 地面直井水压致裂防控巨厚硬岩运动型矿震试验研究[J]. 煤炭学报, 46(S2): 639-650,doi: 10.13225/j.cnki.jccs.2021.0503.
    [53]
    苏恺之, 1985. 地应力测量方法[M]. 北京: 地震出版社.
    [54]
    王成虎, 高桂云, 王洪, 等, 2020. 利用室内和现场水压致裂试验联合确定地应力与岩石抗拉强度[J]. 地质力学学报, 26(2): 167-174,doi: 10.12090/j.issn.1006-6616.2020.26.02.016.
    [55]
    王连捷, 潘立宙, 1991. 地应力测量及其在工程中的应用[M]. 北京: 地震出版社.
    [56]
    王思敬, 2009. 论岩石的地质本质性及其岩石力学演绎[J]. 岩石力学与工程学报, 28(3): 433-450,doi: 10.3321/j.issn:1000-6915.2009.03.001.
    [57]
    吴满路, 马宇, 廖椿庭, 等, 2008. 金川二矿深部1000m中段地应力测量及应力状态研究[J]. 岩石力学与工程学报, 27(S2): 3785-3790,doi: 10.3321/j.issn:1000-6915.2008.z2.071.
    [58]
    尹健民, 周春华, 李云安, 等, 2014. 北疆深埋隧洞地应力与区域应力场相关性研究[J]. 长江科学院院报, 31(11): 42-46,doi: 10.3969/j.issn.1001-5485.2014.11.009.
    [59]
    张春山, 吴满路, 张重远, 等, 2016. 长白山地区现今地应力测量结果与应力状态分析[J]. 地球物理学报, 59(3): 922-930,doi: 10.6038/cjg20160314.
    [60]
    张浩, 施刚, 巫虹, 等, 2020. 上海地区浅部地应力测量及其构造地质意义分析[J]. 地质力学学报, 26(4): 583-594,doi: 10.12090/j.issn.1006-6616.2020.26.04.051
    [61]
    张月征, 纪洪广, 张同钊, 等, 2019-03-26. 一种水压致裂地应力测试装置保护器: 中国, 201821495580.6[P].
    [62]
    赵德安, 陈志敏, 蔡小林, 等, 2007. 中国地应力场分布规律统计分析[J]. 岩石力学与工程学报, 26(6): 1265-1271,doi: 10.3321/j.issn:1000-6915.2007.06.024.
    [63]
    朱焕春, 陶振宇, 1994. 不同岩石中地应力分布[J]. 地震学报, 16(1): 49-63.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    Figures(13)  / Tables(2)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (555) PDF downloads(69) Cited by()
    Proportional views
    Related

    Website Copyright © Journal of Geomechanics  京ICP备18031784号  Total visits：

    Supported by: Beijing Renhe Information Technology Co., Ltd.    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return