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| A NEW 3D IN-SITU ROCK STRESS MEASURING METHOD:BOREHOLE WALL STRESS RELIEF METHOD(BWSRM) AND DEVELOPMENT OF GEOSTRESS MEASURING INSTRUMENT BASED ON BWSRM AND ITS PRIMARY APPLICATIONS TO ENGINEERING |
| GE Xiurun1,2,HOU Mingxun2 |
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. Institute of Geotechnical Engineering,Shanghai Jiaotong University,
Shanghai 200240,China) |
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Abstract It is important to conduct a research on the stress state of the rock masses in the upper earth′s crust. In-situ rock stress measurement is the basic and reliable access to obtain the stress state of the rock masses. The development of in-situ rock stress measurement and state-of-art of research on it are overviewed. Then,several in- situ rock stress measuring methods and techniques are briefly analyzed in rock mechanics and engineering. A new method,borehole wall stress relief method(BWSRM) to determine the in-situ 3D rock stress tensor in a single drilled borehole is deliberated. An original geostress measuring instrument typed by BWSRM-H01 is designed and manufactured based on the principle of in-situ rock stress measurement with BWSRM. The in-situ test for rock stress with BWSRM is carried out at an experimental tunnel in Jinping II hydropower station,China,where the buried depth of overburden is about 2 430 m. It is shown that the two principal stress components close to the horizontal direction are the maximum and intermediate principal stress respectively;while the stress component close to vertical direction is just the minor principal stress in the testing site. The magnitudes of the maximum and the intermediate principal stress are high;and both of them are very close.
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Received: 28 September 2011
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| [1] 黄福明. 地壳应力测量及其在工程中的应用(综述)[J]. 地震,1990,(3):69–80.(HUANG Fuming. Geostress measurement and its applications in engineering(overview)[J]. Earthquake,1990,(3):69–80.(in Chinese))
[2] EMMERMANN R,LAUTERJUNG J. The German continental deep drilling program KTB:overview and major results[J]. Journal of Geophysical Research,1997,102(B8):18 179–18 201.
[3] 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.
[4] 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.
[5] 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):505–512. (WANG Lianjie,CUI Junwen,ZHANG Xiaowei,et al. In-situ stress state in the main borehole of the Chinese Continental Scientific Drilling[J]. Earth Science—Journal of China University of Geosciences,2006,31(4):505–512. (in Chinese))
[6] 李四光. 地质力学概论[M]. 北京:科学出版社,1973:38.(LI Siguang. Introduction to geomechanics[M]. Beijing:Science Press,1973:38.(in Chinese))
[7] 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,1995:1–169.(CAI Meifeng,QIAO Lan,LI Huabin. Rock stress measurement principles and techniques[M]. Beijing:Science Press,1995:1–169.(in Chinese))
[8] 刘允芳. 岩体地应力与工程建设[M]. 武汉:湖北科学技术出版社,2000:1–215.(LIU Yunfang. Rock stress and engineering construction[M]. Wuhan:Hubei Scientific and Technological Press,2000:1–215.(in Chinese))
[9] 葛修润. 大陆科学钻探的意义、现状和未来[R]. 武汉:中国科学院武汉岩土力学研究所,1998.(GE Xiurun. The significance,current situation and future of continental scientific drilling[R]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,1998.(in Chinese))
[10] 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))
[11] 侯明勋. 深部地应力测量新方法新原理及其相关问题研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2004.(HOU Mingxun. Studies on new method and principle of three dimensional crustal stress measurement in deep borehole and related issues[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2004.(in Chinese))
[12] GE X R,HOU M X,WANG S L. A new approach for measuring the in situ 3D rock stress tensor in drilled borehole[C]// LU Ming,LI C C,KJORHOLT H,et al,ed. Proceedings of International Symposium on In-situ Rock Stress. London:Taylor and Francis/ Balkema,2006:185–192.
[13] 葛修润,侯明勋. 钻孔局部壁面应力解除法(BWSRM)的原理及其在锦屏II级水电站工程中的初步应用[J]. 中国科学:技术科学,2011(待刊).(GE Xiurun,HOU Mingxun. Principle of in-situ 3D rock stress measurement with borehole wall stress relief method and its preliminary applications to determination of in-situ rock stress orientation and magnitude in Jinping hydropower station[J]. Science China:Technological Sciences,2011(to be pressed)(in Chinese))
[14] 王靖涛. 水压致裂法测量地应力的断裂力学方法[J]. 岩土力学,1982,3(1):1–12.(WANG Jingtao. Fracture mechanics approach for in-situ stress determination by hydra-fracturing[J]. Rock and Soil Mechanics,1982,3(1):1–12.(in Chinese))
[15] HAIMSON B C,CORNET F H. ISRM suggested methods for rock stress estimation—part 3:hydraulic fracturing(HF) and/or hydraulic testing of pre-existing fractures(HTPF)[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(7/8):1 011–1 020.
[16] AMADEI B,STEPHANSSON O. Rock stress and its measurement[M]. London:Chapman and Hall,1997:95–476.
[17] FAIRHURST C. Stress estimation in rock:a brief history and review[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(7/8):957–973.
[18] LJUNGGRENA C,CHANG Y,JANSON T,et al. An overview of rock stress measurement methods[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(7/8):975–989.
[19] SJöBERG J,CHRISTIANSSON R,HUDSON,J A. ISRM suggested methods for rock stress estimation—part 2:overcoring methods[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(7/8):999–1 010.
[20] 王连捷,潘立宙,廖椿庭,等. 地应力测量及其在工程中的应用[M]. 北京:地质出版社,1991:82–147.(WANG Lianjie,PAN Lizhou,LIAO Chunting,et al. Geostress measurement and its application in engineering[M]. Beijing:Geological Publishing House,1991:82–147.(in Chinese))
[21] OIKAWA Y,MATSUNAGA I,YAMAGUCHI T. Differential strain curve analysis to estimate the stress state of the Hijiori hot dry rock field,Japan[J]. International Journal of Rock Mechanics and Mining Sciences,1993,30(7):1 023–1 026.
[22] BRUDY M,ZOBACK M D. Drilling-induced tensile wall-fractures:implications for determination of in-situ stress orientation and magnitude[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(2):191–215.
[23] LAVROV A. The Kaiser effect in rocks:principles and stress estimation techniques[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(2):151–171.
[24] HUBBERT M K,WILLIS D G. Mechanics of hydraulic fracturing[C]// The American Institute of Mining,Metallurgical,and Petroleum Engineers Transactions. [S.l.]:[s.n.],1957:153–166.
[25] SCHEIDEGGER A E. Stresses in earth?s crust as determined from hydraulic fracturing data[J]. Geologic Bauwes,1962,27:45–50.
[26] GE X R,FENG,D X,YANG J L. The elasto-visco-plastic analysis for rock displacement of the foundation pit of a water power plant[J]. Rock Mechanics and Rock Engineering,1982,15(3):145–161.
[27] 刘继光. 36–2型钻孔变形计的组装工艺及现场使用[J]. 岩土力学,1983,4(1):59–66.(LIU Jiguang. The assembling art and operation in fields of type 36–2 borehole deformeters[J]. Rock and Soil Mechanics,1983,4(1):59–66.(in Chinese))
[28] 苏恺之. 地应力测量方法[M]. 北京:地震出版社,1985:34–97.(SU Kaizhi. Rock stress measuring methods [M]. Beijing:Seismic Press,1985:34–97.(in Chinese))
[29] BOCK H. Measuring in-situ rock stresses by borehole slotting[C]// HUDSON J A ed. Comprehensive Rock Engineering. Oxford:Pergamon Press,1993:433–443.
[30] CORTHESY R,GUANG He,GILL D E,et al. A stress calculation model for the 3D borehole slotter[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(3):493–508.
[31] VOIGHT B. Determination of the virgin state of stress in the vicinity of a borehole from measurements of a partial anelastic strain tensor in drill cores[J]. Felsmechanik and Ingenieurgeologi,1968,(6):201– 215.
[32] TEUFEL L W. Prediction of hydraulic fracture azimuth from anelastic strain recovery measurements of oriented core[C]// Proceedings of the 23rd U.S. Symposium on Rock Mechanics. Berkeley:SME/AIME,1982:238–245.
[33] STRICKLAND F G,REN N K. Use of differential strain curve analysis in predicting the in-situ stress state for deep wells[C]// Proceedings of the 21st U. S. Symposium on Rock Mechanics. Rolla:University of Missouri,1980:523–532.
[34] 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 and Geomechanics Abstracts,1993,30(7):1 019–1 022.
[35] LIN W,OIKAWA Y,IMAMURA T,et al. Comparisons between three-dimensional in-situ stresses determined by anelastic strain recovery and differential strain curve analysis methods[C]// Proceedings of International Symposium on In-situ Rock Stress. MING L ed. London:Taylor and Francis,2006:385–391.
[36] KAISER J. Knowledge and research on noise measurements during the tensile stressing of metals[J]. Archiv für das Eisenhüttenwesen,1953,24:43–45 (in German).
[37] GOODMAN R E. Subaudible noise during compression of rocks[J]. Geological Society of America Bulletin,1963,74:487–490.
[38] 丰定祥,谷先荣,杨家岭,等. 关于地下工程有限元分析中初始地应力场的假定[J]. 地下工程,1982,(2):20–27.(FENG Dingxiang,GU Xianrong,YANG Jialing,et al. Assumptions on initial stress field in FEM analysis of underground engineering[J]. Underground Engineering,1982,(2):20–27.(in Chinese))
[39] 郭怀志,马启超,薛玺成,等. 岩体初始地应力场的分析方法[J].岩土工程学报,1983,5(3):64–75.(GUO Huaizhi,MA Qichao,XU Xicheng,et al. The analytical method of the initial stress field for rock masses[J]. Chinese Journal of Geotechnical Engineering,1983,5(3):64–75.(in Chinese))
[40] 葛修润. 三峡水利枢纽右岸地下厂房硐室群围岩稳定性分析[R]. 武汉:中国科学院武汉岩土力学研究所,2008.(GE Xiurun. Stability analyses of underground powerhouse caverns in right-bank of the Three Gorges Hydropower Station[R]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2008.(in Chinese))
[41] 白世伟,李光煜. 二滩水电站坝区岩体应力场研究[J]. 岩石力学与工程学报,1982,1(1):45–56.(BAI Shiwei,LI Guangyu. Research on stress field around dam area of Ertan hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering,1982,1(1):45–56.(in Chinese))
[42] 孙广忠,孙 毅. 岩体力学原理[M]. 北京:科学出版社,2011:17–30.(SUN Guangzhong,SUN Yi. Principle of rock mass mechanics[M]. Beijing:Sciences Press,2011:17–30.(in Chinese))
[43] WU S Y,SHEN M B,WANG J. Jinping hydropower project:main technical issues on engineering geology and rock mechanics[J]. Bulletin of Engineering Geology and the Environment,2010,69(3):325–332. |
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