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LU Yun-hu, CHEN Mian, JIN Yan, PAN Dong-xing, HOU Bing. Experimental study on stress measurement for sound emission in carbonate formation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1192-1196.
Citation: LU Yun-hu, CHEN Mian, JIN Yan, PAN Dong-xing, HOU Bing. Experimental study on stress measurement for sound emission in carbonate formation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1192-1196.

Experimental study on stress measurement for sound emission in carbonate formation

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  • Published Date: August 14, 2011
  • Based on the experimental study on the Kaiser effect for carbonate formation, the effect of different loading stresses and the time of core storage on Kaiser effect points for carbonate formation are analyzed. It is concluded that when the pre-loaded stress is 25% -70 % of the uniaxial strength and the time of core storage is 4 months, the Kaiser effect memory is the best. The distribution characteristics of the ratio of Felicity effect are discussed, the in-stress formula for carbonate formation which couples time and stress is obtained, and the method for stress determination in carbonate formation is generated. This method is applied to the stress measurement in an oil field in western China. The precision of the explained stress meets the requirements of engineering application. The problem of low precision of in-stress measurement for carbonate formation caused by time and stress sensitivity is solved. The proposed method improves stress measurement system and provides basic data for the efficient exploitation of carbonate formation.
  • [1]
    金之钧. 中国海相碳酸盐岩层系油气勘探特殊性问题 [J]. 地学前缘, 2005, 12 (3): 15 – 22. (JIN Zhi-jun. Particularity of petroleum exploration on marine carbonate strata in China sedimentary basins[J]. Earth Science Frontiers, 2005, 12 (3): 15 – 22. (in Chinese))
    [2]
    刘建中, 张金珠, 张 雪. 油田应力测量 [M]. 北京: 地震出版社, 1993. (LIU Jian-zhong, ZHANG Jin-zhu, ZHANG Xue. Oil field stress measurement[M]. Beijing: Earthquake Press, 1993. (in Chinese))
    [3]
    陈 勉, 金 衍, 张广清. 石油工程岩石力学 [M]. 北京: 科学出版社, 2008. (CHEN Mian, JIN Yan, ZHANG Guang-qing. Petroleum engineering related rock mechanics[M]. Beijing: Science Press, 2008. (in Chinese))
    [4]
    GOODMAN R E. Subaudible noise during compression of rocks[J]. Geo Soc Am Bull, 1963, 74: 487 – 490.
    [5]
    张广清, 金 衍, 陈 勉. 利用围压下岩石的凯泽效应测定地应力 [J]. 岩石力学与工程学报, 2002, 21 (3): 360 – 363. (ZHANG Guang-qing, JIN Yan, CHEN Mian. Measurement of in-situ stresses by Kaiser effect under confining peressures[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21 (3): 360 – 363. (in Chinese))
    [6]
    KOERNER RM, LORD AE. AE detection of prestress in soil and rock[C]// Proceedings of the Fourth Conference on AE/MA in Geologic Structures and Materials. Clausthal-Zellerfeld: Trans Tech Publications, 1989: 73 – 86.
    [7]
    KURITA K, FUJII N. Stress memory of crystalline rocks in acoustic emission[J]. Geophys Res Lett, 1979, 6 (1): 9 – 12.
    [8]
    LAVROV A. Kaiser effect observation in brittle rock cyclically loaded with different loading rates[J]. Mechanics of Materials, 2001, 33 (11): 669 – 677.
    [9]
    MICHIHIRO K, YOSHIOKA H, HATA K, et al. Strain dependence of the Kaiser effect for various rocks[C]// Proceedings of the Fourth Conference on AE/MA in Geologic Structures and Materials Clausthal-Zellerfeld: Trans Tech Publications, 1989: 87 – 95.
    [10]
    Yongyi Li, Douglas R. Schmitt. Effects of Poisson's ratio and core stub length on bottom hole stress concentration[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1997, 34 (5): 761 – 773.
    [11]
    邓金根, 黄荣樽, 田效山. 油田深部地层地应力测定的新方法 [J]. 石油大学学报 ( 自然科学版 ), 1997, 21 (1): 32 – 35. (DENG Jin-gen, HUANG Rong-zun, TIAN Xiao-shan. A new method for measuring in situ stressin deep formation[J]. Journal of the University of Petroleum, 1997, 21 (1): 32 – 35. (in Chinese))
    [12]
    石 林, 张旭东, 金 衍, 等. 深层地应力测量新方法 [J]. 岩石力学与工程学报, 2004, 23 (14): 2355 – 2358. (SHI Lin, ZHANG Xun-dong, JIN Yan, et al. New method for measurement of in-situ stresses at great depth[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (14): 2355 – 2358. (in Chinese))
    [13]
    陈 勉, 张 艳, 金 衍, 等. 加载速率对不同岩性岩石 Kaiser 效应影响的试验研究 [J]. 岩石力学与工程学报, 2008, 28 (1): 2599 – 2604. (CHEN Mian, ZHANG Yan, JIN Yan, et al. Experimental study of influence of loaning rate on Kaiser effect of different lithological rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 28 (1): 2599 – 2604. (in Chinese))
    [14]
    JIN Yan, CHEN Mian. Time-sensitivity of the Kaiser effect of acoustic emission in limestone and its application to measurements of in-situ stress[J]. Petroleum Science, 2009, 6: 176 – 180.
    [15]
    LI Chun-lin, NORLUND E. Experimental verification of the Kaiser effect in rock[J]. Mechanics and Rock Engineering, 1993, 26 (4): 333 – 351.
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