Volume 23 Issue 4
Aug.  2017
Turn off MathJax
Article Contents
MA Xiumin, PENG Hua, BAI Jinpeng, et al., 2017. REVIEW ON THE RESEARCH PROGRESS OF THE COMPLIANCE OF ROCKS IN IN-SITU STRESS MEASUREMENT METHODS OF ANELASTIC STRAIN RECOVERY (ASR). Journal of Geomechanics, 23 (4): 526-530.
Citation: MA Xiumin, PENG Hua, BAI Jinpeng, et al., 2017. REVIEW ON THE RESEARCH PROGRESS OF THE COMPLIANCE OF ROCKS IN IN-SITU STRESS MEASUREMENT METHODS OF ANELASTIC STRAIN RECOVERY (ASR). Journal of Geomechanics, 23 (4): 526-530.

REVIEW ON THE RESEARCH PROGRESS OF THE COMPLIANCE OF ROCKS IN IN-SITU STRESS MEASUREMENT METHODS OF ANELASTIC STRAIN RECOVERY (ASR)

More Information
  • Received: 2017-01-20
  • Published: 2017-08-01
  • In this article, through the analysis of the research progress on in-situ stress measurement of Anelastic Strain Recovery (ASR) method at domestic and abroad and the systemic review of the compliance parameters of ASR method, it is believed that ASR method is mature in theory and has broad prospect in application. In the measurement principle, however, few studies on the influence of temperature and stress environment (stress) on the ASR compliance of rocks have been done. To this end, the suggestions on the improvement or supplement of ASR method are proposed, which point out the direction of the improvement of the measurement principles and has great importance to the development of the ASR in-situ stress method.

     

  • loading
  • [1]
    王连捷, 孙宝珊, 王薇, 等.地应力对油气运移的驱动作用[J].地质力学学报, 2011, 17(2): 132~143. http://www.cnki.com.cn/article/cjfdtotal-dzlx201102004.htm

    WANG Lianjie, SUN Baoshan, WANG Wei, et al. Driving effect of the crustal stress on petroleum migration[J]. Journal of Geomechanics, 2011, 17(2): 132~143. http://www.cnki.com.cn/article/cjfdtotal-dzlx201102004.htm
    [2]
    马秀敏, 彭华, 李金锁.新疆西部地应力测量在隧道工程中的应用[J].地质力学学报, 2005, 11(4): 386~393. http://www.cnki.com.cn/Article/CJFDTotal-DZLX200504013.htm

    MA Xiumin, PENG Hua, LI Jinsuo. Application of hydraulic fracturing in-situ stress measurements in tunnelling in western Xinjiang[J]. Journal of Geomechanics, 2005, 11(4): 386~393. http://www.cnki.com.cn/Article/CJFDTotal-DZLX200504013.htm
    [3]
    彭华, 崔巍, 马秀敏, 等.南水北调西线第一期工程调水区水压致裂地应力测量及其工程意义[J].地质力学学报, 2006, 12(2): 182~190. http://wuxizazhi.cnki.net/Search/DZLX200602009.html

    PENG Hua, CUI Wei, MA Xiumin, et al. Hydrofracturing in-situ stress measurements of the water diversion area in the first stage of the south-north water diversion project (Western Line)[J]. Journal of Geomechanics, 2006, 12(2): 182~190. http://wuxizazhi.cnki.net/Search/DZLX200602009.html
    [4]
    Wolter K E, Berckhemer H. Time dependent strain recovery of cores from the KTB-deep drill hole[J]. Rock Mechanics and Rock Engineering, 1989, 22(4): 273~287. doi: 10.1007/BF01262283
    [5]
    Wolter K E, Berckhemer H. Estimation of in situ stresses by evaluation of time-dependent strain recovery of KTB drill cores[J]. Tectonophysics, 1990, 178(2/4): 255~257. http://adsabs.harvard.edu/abs/1990Tectp.178..255W
    [6]
    Sayers C M. Orientation of microcracks formed in rocks during strain relaxation[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1990, 27(5): 437~439. http://www.sciencedirect.com/science/article/pii/014890629092716R
    [7]
    Zang A, Berckhemer H. Classification of crystalline drill cores from the KTB deep well based on strain, velocity and fracture measurements[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993, 30(4): 331~342. http://cat.inist.fr/?aModele=afficheN&cpsidt=4857154
    [8]
    Zang A, Lienert M, Zinke J, et al. Residual strain, wave speed and crack analysis of crystalline cores from the KTB-VB well[J]. Tectonophysics, 1996, 263(1/4): 219~234. http://adsabs.harvard.edu/abs/1996Tectp.263..219Z
    [9]
    Lin W R, Kwaśniewski M, Imamura T, et al. Determination of three-dimensional in situ stresses from anelastic strain recovery measurement of cores at great depth[J]. Tectonophysics, 2006, 426(1/2): 221~238. http://www.sciencedirect.com/science/article/pii/S0040195106002939
    [10]
    王连捷, 孙东生, 林为人, 等.地应力测量的非弹性应变恢复法及应用实例[J].地球物理学报, 2012, 55(5): 1674~1681. doi: 10.6038/j.issn.0001-5733.2012.05.024

    WANG Lianjie, SUN Dongsheng, LIN Weiren, et al. Anelastic strain recovery method to determine in-situ stress and application example[J]. Chinese Journal of Geophysics, 2012, 55(5): 1674~1681. doi: 10.6038/j.issn.0001-5733.2012.05.024
    [11]
    Yamamoto Y, Lin W R, Oda H, et al. Stress states at the subduction input site, Nankai Subduction Zone, using anelastic strain recovery (ASR) data in the basement basalt and overlying sediments[J]. Tectonophysics, 2013, 600: 91~98. doi: 10.1016/j.tecto.2013.01.028
    [12]
    孙东生, LIN Weiren, 崔军文, 等.非弹性应变恢复法三维地应力测量——汶川地震科学钻孔中的应用[J].中国科学:地球科学, 2014, 44(3): 510~518. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK201403011.htm

    SUN Dongsheng, LIN Weiren, CUI Junwen, et al. Three-dimensional in situ stress determination by anelastic strain recovery and its application at the Wenchuan Earthquake Fault Scientific Drilling Hole-1 (WFSD-1)[J]. Science China Earth Sciences, 2014, 57(6): 1212~1220. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK201403011.htm
    [13]
    孙东生, 林为人, 王连捷, 等.汶川地震断裂带科学钻一号孔ASR法地应力测量[J].中国地质, 2013, 40(3): 840~845. http://www.cnki.com.cn/Article/CJFDTOTAL-DIZI201303016.htm

    SUN Dongsheng, LIN Weiren, WANG Lianjie, et al. In-situ stress measurement by the anelastic strain recovery method in WFSD-1[J]. Geology in China, 2013, 40(3): 840~845. http://www.cnki.com.cn/Article/CJFDTOTAL-DIZI201303016.htm
    [14]
    崔军文, 李宗凡, 王连捷, 等.汶川地震断裂带科学钻探1号井(WFSD-1) 非弹性应变恢复法(ASR法)三维地应力测试与"5.12"汶川地震的形成机制[J].岩石学报, 2013, 29(6): 2033~2047. http://www.cnki.com.cn/Article/CJFDTOTAL-YSXB201306014.htm

    CUI Junwen, LI Zongfan, WANG Lianjie, et al. Determination of three-dimensional in situ stresses from anelastic strain recovery (ASR) of Wenchuan Earthquake Fault Scientific Drilling Project Hole-1 (WFSD-1) and formation mechanism of the "5.12" Wenchuan earthquake[J]. Acta Petrologica Sinica, 2013, 29(6): 2033~2047. http://www.cnki.com.cn/Article/CJFDTOTAL-YSXB201306014.htm
    [15]
    Nagano Y, Lin W R, Yamamoto K. In-situ stress analysis using the anelastic strain recovery (ASR) method at the first offshore gas production test site in the eastern Nankai Trough, Japan[J]. Marine and Petroleum Geology, 2015, 66: 418~424. doi: 10.1016/j.marpetgeo.2015.02.027
    [16]
    Cui J W, Lin W R, Wang L J, et al. Determination of three-dimensional in situ stresses by anelastic strain recovery in Wenchuan earthquake fault scientific drilling project hole-1 (WFSD-1)[J]. Tectonophysics, 2014, 619~620: 123~132. http://www.sciencedirect.com/science/article/pii/S0040195113005593
    [17]
    Lin W R. A core-based method to determine three-dimensional in-situ stress in deep drilling wells: anelastic strain recovery technique[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(12): 2387~2394. http://en.cnki.com.cn/Article_en/CJFDTOTAL-YSLX200812005.htm
    [18]
    Teufel L W. Prediction of hydraulic fracture azimuth from anelastic strain recovery measurements of oriented core[A]. Proceedings of the 23rd U.S. Symposium on Rock Mechanics[C]. Berkeley: American Rock Mechanics Association, 1982, 25~27, 238~245.
    [19]
    Teufel L W, Warpinski N R. Determination of in situ stress from an elastic strain recovery measurements of oriented core: comparison to hydraulic fracture stress measurements in the Rollins Sandstone, Piceance Basin, Colorado[A]. Proceedings of the 25th U.S. Symposium on Rock Mechanics[C]. Evanston, Illinois:American Rock Mechanics Association, 1984, 176~185.
    [20]
    Teufel L W. Acoustic emissions during anelastic strain recovery of cores from deep boreholes[A]. Proceedings of the 30th U.S. Symposium on Rock Mechanics[C]. Morgantown, West Virginia: American Rock Mechanics Association, 1989, : 269~276.
    [21]
    Matsuki K. Three-dimensional in-situ stress measurement with anelastic strain recovery of a rock core[A]. Proceedings of the 7th ISRM Congress[C]. Aachen, Germany: International Society for Rock Mechanics, 1991, 557~560.
    [22]
    Flügge W, Kelkar V S. The problem of an elastic circular cylinder[J]. International Journal of Solids and Structures, 1968, 4(4): 397~420. doi: 10.1016/0020-7683(68)90047-4
    [23]
    Matsuki K. 用岩芯的滞弹性应变恢复测量三维地应力[J]. 徐平, 译. 人民长江, 1992, 23(9): 51~55.

    Matsuki K. In-situ stress measurement by the anelastic strain recovery method[J]. XU Ping, Trans. Yangtze River, 1992, 23(9): 51~55.
    [24]
    Matsuki K, Takeuchi K. Three-dimensional in situ stress determination by anelastic strain recovery of a rock core[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993, 30(7): 1019~1022. http://cat.inist.fr/?aModele=afficheN&cpsidt=4080569
    [25]
    周祖辉.用岩心滞弹性应变恢复法测非线性流变地层的原地应力[J].石油钻采工艺, 1990, 12(1): 1~6, 90. http://www.cnki.com.cn/Article/CJFDTOTAL-SYZC199001000.htm

    ZHOU Zuhui. In situ stress measurement of nonlinear rheological formation by anelastic strain recovery method[J]. Petroleum Drilling and Production Technology, 1990, 12(1): 1~6, 90. http://www.cnki.com.cn/Article/CJFDTOTAL-SYZC199001000.htm
    [26]
    高禄, 田甲, 刘晓龙. 岩石非弹性应变恢复柔量实验研究[EB/OL]. 北京: 中国科技论文在线, [2014-07-21]. http://www.paper.edu.cn/releasepaper/content/201407-247.

    GAO Lu, TIAN Jia, LIU Xiaolong. Experimental study of rock anelastic strain rocovery compliances[EB/OL].: Sciencepaper Online, Beijing, [2014-07-21].http://www.paper.edu.cn/releasepaper/content/201407~247.
    [27]
    Matsuki K. Anelastic strain recovery compliance of rocks and its application to in situ stress measurement[J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(6): 952~965. doi: 10.1016/j.ijrmms.2007.10.005
    [28]
    Gao L, Lin W R, Sun D S, et al. Experimental anelastic strain recovery compliance of three typical rocks[J]. Rock Mechanics and Rock Engineering, 2014, 47(6): 1987~1995. doi: 10.1007/s00603-013-0526-0
  • 加载中

Catalog

    Figures(1)

    Article Metrics

    Article views (294) PDF downloads(22) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return