深孔空心包体法地应力测量仪及其应用实例

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Abstract The structure of the deep borehole hollow inclusion strain gauge geostress measuring instrument and its assistive tools are described，which were used for deep borehole geostress measurement；and an example is given. Traditional instrument based on stress-releasing theory is only applied to shallow borehole，not applied to deep borehole. The traditional instrument is improved，and a deep borehole hollow inclusion strain gauge geostress measuring instrument is developed. It integrates hollow inclusion strain gauge，strain recording apparatus and electronic compass into a micro-probe，which can be installed at predesigned position in the borehole when measuring the geostress. Geostress data of Zhangjiang observation borehole in Shanghai at the depth of 365 and 385 m underground by using this technology is obtained. The results show that the maximum principal stress direction in surveying area is near EW direction；and the values of the maximum principal stresses are between 8.5 MPa and 9.0 MPa. The minimum principal stress direction is near vertical；and the values of the minimum principal stresses are near equal to the overburden pressure. Measurement results show that deep borehole hollow inclusion strain gauge geostress measuring instrument is suitable for deep hole of 3D geostress measurement.

Key words： rock mechanics stress relief hollow inclusion deep borehole 3D geostress measurements observation borehole

Received: 11 July 2012

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http://www.rockmech.org/EN/Y2013/V32/I5/902

[1]	蔡美峰，乔兰，李华斌. 地应力测量原理和技术[M]. 北京：科学出版社，1995：1-27.(CAI Meifeng，QIAO Lan，LI Huabin. Rock stress measurement principles and techniques[M]. Beijing：Science Press，1995：1-27.(in Chinese)) " target="_blank">
[6]	BRUDY M，ZOBACK M D，FUCHS K，et al. Estimation of the complete stress tensor to 8 km depth in the KTB scientific drill holes： implications for crustal strength[J]. Journal of Geophysical Research，1997，102(B8)：453-475. " target="_blank">
[11]	景峰，梁合成，卞智华，等. 地应力测量方法研究综述[J]. 华北水利水电学院学报，2008，29(2)：71-75.(JING Feng，LIANG Hecheng，BIAN Zhihua，et al. Review of geostress measurement method and study[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power，2008，29(2)：71-75.(in Chinese)) " target="_blank">
[16]	刘允芳，朱杰兵，刘元坤. 空心包体式钻孔三向应变计地应力测量的研究[J]. 岩石力学与工程学报，2001，20(4)：448-453.(LIU Yunfang，ZHU Jiebing，LIU Yuankun. Research on hollow inclusion strain gauge for geostress measurement[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(4)：448-453.(in Chinese))
[2]	LIAO C T，ZHANG C S，WU M L，et al. Stress change near the Kunlun fault before and after the MS 8.1 Kunlun earthquake[J]. Geophysical Research Letters，2003，30(20)：2 027-2 031. " target="_blank">
[3]	PENG H，MA X M，JIANG J J. Process Analysis of in-situ strain during the MS 8.0 Wenchuan earthquake-data from the stress monitoring station at Shandan[J]. Acta Geologica Sinica，2009，83(4)：754-766. " target="_blank">
[8]	何满潮，谢和平，彭苏萍，等. 深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803-2 813.(HE Manchao，XIE Heping，PENG Suping，et al. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803-2 813.(in Chinese)) " target="_blank">
[18]	刘允芳，龚壁新. 深钻孔地应力测试技术与地应力场分析方法[J]. 岩土工程学报，1993，15(3)：63-72.(LIU Yunfang，GONG Bixin. Technique of geostress measurement in deep boreholes and method of geostress field analysis[J]. Chinese Journal of Geotechnical Engineering，1993，15(3)：63-72.(in Chinese))
[23]	谢富仁，崔效锋，赵建涛，等. 中国大陆及邻区现代构造应力场分区[J]. 地球物理学报，2004，47(4)：654-662.(XIE Furen，CUI Xiaofeng，ZHAO Jiantao，et al. Regional division of the recent tectonic stress field in China and adjacent areas[J]. Chinese Journal of Geophysics，2004，47(4)：654-662.(in Chinese))
[4]	CAI M F，PENG H，MA X M，et al. Evolution of the in situ rock strain observed at Shandan Monitoring Station during the M 8.0 earthquake in Wenchuan，China[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(5)：952-955.
[10]	王连捷，崔军文，张晓卫，等. 中国大陆科学钻主孔现今地应力状态[J]. 地球科学：中国地质大学学报，2006，31(4)：505-513.(WANG Lianjie，CUI Junwen，ZHANG Xiaowei，et al. In-situ stale in the main borehole of the Chinese continental scientific drilling[J]. Earth Science：Journal of China University of Geosciences，2006，31(4)：505-513.(in Chinese)) " target="_blank">
[12]	葛修润，侯明勋. 一种测定深部岩体地应力的新方法——钻孔局部壁面应力全解除法[J]. 岩石力学与工程学报，2004，23(23)：3 923- 3 927.(GE Xiurun，HOU Mingxun. New approach to measure geostress—local bore-hole-wall complete stress relief method[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(23)：3 923-3 927.(in Chinese)) " target="_blank">
[19]	蔡美峰，乔兰，于劲波. 空心包体应变计测量精度问题[J]. 岩土工程学报，1994，16(5)：15-20.(CAI Meifeng，QIAO Lan，YU Jinbo. Problems on accuracy of hollow inclusion strain cells[J]. Chinese Journal of Geotechnical Engineering，1994，16(5)：15-20.(in Chinese))
[5]	彭华，马秀敏，姜景捷. 山丹地应力监测站体应变仪的地震效应[J]. 地质力学学报，2008，14(2)：97-108.(PENG Hua，MA Xiumin，JIANG Jingjie. Analysis of the volume strain data from the Shandan in-situ stress monitoring station[J]. Journal of Geomechanics，2008，14(2)：97-108.(in Chinese)) " target="_blank">
[7]	ZOBACK M D，HARJES H P. Injection-inducted earthquakes and crustal stress at 9 km depth at the KTB deep drilling site，Germany[J]. Journal of Geophysical Research，1997，102(B8)：18 477-18 491. " target="_blank">
[9]	李朋武，崔军文，王连捷，等. 中国大陆科学钻探主孔钻孔崩落与现场应力状态的确定[J]. 岩石学报，2005，21(2)：421-426.(LI Pengwu，CUI Junwen，WANG Lianjie，et al. The determination of in-situ stress from wellbore breakouts in the main borehole of the Chinese continental scientific drilling[J]. Acta Petrologica Sinica，2005，21(2)：421-426.(in Chinese))
[13]	蔡美峰，乔兰，于波，等. 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，1999，18(4)：414-418.(CAI Meifeng，QIAO Lan，YU Bo，et al. Results and analysis of in-situ stress measurement at deep position of No.2 mining area of Jinchuan nickel mine[J]. Chinese Journal of Rock Mechanics and Engineering，1999，18(4)：414-418.(in Chinese))
[14]	吴满路，廖椿庭，张春山，等. 红透山铜矿地应力测量及其分布规律研究[J]. 岩石力学与工程学报，2004，23(23)：3 943-3 946.(WU Manlu，LIAO Chunting，ZHANG Chunshan，et al. Resarch on in-situ stress measurement and its distribution law in Hongtoushan copper mine[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(23)：3 943-3 946.(in Chinese)) " target="_blank">
[15]	刘允芳，尹健民，刘元坤. 新疆下坂地水利枢纽地应力测量与研究[J]. 岩石力学与工程学报，2004，23(2)：242-246.(LIU Yunfang，YIN Jianmin，LIU Yuankun. Measurement and study of in-situ stresses for the Xiabandi Hydraulic Project，Xinjiang[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(2)：242-246.(in Chinese))
[17]	刘允芳，尹健民，刘元坤. 深钻孔套心应力解除法的测量技术和实例[J]. 长江科学院院报，2008，25(5)：1-6.(LIU Yunfang，YIN Jianmin，LIU Yuankun. Measuring techniques and examples of overcoring method in deep borehole[J]. Journal of Yangtze River Scientific Research Institute，2008，25(5)：1-6.(in Chinese))
[20]	陆明万，罗学富. 弹性理论基础[M]. 2 版. 北京：清华大学出版社，2001：209-226.(LU Mingwan，LUO Xuefu. Foundations of elasticity[M]. 2nd. Beijing：Tsinghua University Press，2001：209-226. (in Chinese)) " target="_blank">
[21]	蔡美峰. 地应力测量原理和方法的评述[J]. 岩石力学与工程学报，1993，12(3)：275-283.(CAI Meifeng. Review of principles and methods for rock stress measurement[J]. Chinese Journal of Rock mechanics and Engineering，1993，12(3)：275-283.(in Chinese))
[22]	崔晓锋，谢富仁，赵建涛. 中国及邻区震源机制解的分区特征[J]. 地震地质，2005，27(2)：298-308.(CUI Xiaofeng，XIE Furen， ZHAO Jiantao. The regional characteristics of focal mechanism solutions in China and its adjacent areas[J]. Seismology and Geology，2005，27(2)：298-308.(in Chinese))
[24]	周翠英，王铮铮，蒋海昆，等. 华东地区现代地壳应力场及地震断层错动性质[J]. 地震地质，2005，27(2)：273-289.(ZHOU Cuiying，WANG Zhengzheng，JIANG Haikun，et al. Contemporary crustal stress field and feature of earthquake fault slip in East China[J]. Seismology and Geology，2005，27(2)：273-289.(in Chinese))