Study of borehole geometric shape features under plane stress state
WANG Chuanying,HAN Zengqiang,WANG Jinchao,WANG Yiteng
(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China)
Abstract:Stress relief method is a widely applied method in the measurements of deep crustal stress. In this method,the crustal stress is usually calculated by using the quantitative relationship between borehole deformation and crustal stress. The study object of this research is geometric shape features under plane stress state. In order to solve the geometric shape issues of elastic objects structure which is not considered in theory of elasticity,strict mathematical derivation and transform is determined based on high geometry theory and elasticity theory. The conclusion is proved that geometric shape of borehole after deformation is ellipse and the standard elliptic equation is derived. Through the research on ellipse geometric shape features,a method how to get ellipse geometric parameters is put forward and a crustal stress calculation formula is transformed based on ellipse geometric parameters. In the last,a simulation example is used to analyze this method,the result show that the method is feasible and the stress calculation formula is correct. Through the research of relationship between borehole geometric shape and stress,a new stress measurement theory based on borehole geometric shape is constructed. The research is of great important to measurements of deep crustal stress.
王川婴,韩增强,汪进超,王益腾. 平面应力状态下的圆孔形态特征研究[J]. 岩石力学与工程学报, 2016, 35(S1): 2836-2842.
WANG Chuanying,HAN Zengqiang,WANG Jinchao,WANG Yiteng. Study of borehole geometric shape features under plane stress state. , 2016, 35(S1): 2836-2842.
罗长虹,王炜. 弹性力学广义平面应力的精化理论[J]. 固体力学学报,2003,24(2):192-196.(LUO Changhong,WANG Wei. Refined theory of generalized plane-stress problems in elasticity[J]. Acta Mechanica Solida Sinica,2003,24(2):192-196.(in Chinese))
[3]
葛修润,侯明勋. 三维地应力BWSRM测量新方法及其测井机器人在重大工程中的应用[J]. 岩石力学与工程学报,2011,38(11):2161-2180.(GE Xiurun,HOU Mingxun. 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[J]. Chinese Journal of Rock Mechanics and Engineering,2011,38(11):2161-2180.(in Chinese))
[4]
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):3923-3927.(GE Xiurun,HOU Mingxun. New approach to measure geostress——local borehole-wall complete stress relief method[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(23):3923-3927.(in Chinese))
[5]
孙卫春,闵弘,王川婴. 三维地应力测量及地质力学分析[J]. 岩石力学与工程学报,2008,27(增2):3778-3784.(SUN Weichun,MIN Hong,WANG Chuanying. Three-dimensional geostress measurement and geomechanical analysis[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.2):3778-3784.(in Chinese))
[6]
高合明,刘建东,沈露禾. 深部地应力测试技术及其在钻井工程中的应用[J]. 岩石力学与工程学报,2000,19(增):1124-1127.(GAO Heming,LIU Jiandong,SHEN Luhe. Measuring methods of deep formation geostress and its application to borehole stability analysis[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(Supp.):1124-1127.(in Chinese))
[7]
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))
[8]
葛修润,侯明勋. 钻孔局部壁面应力解除法(BWSRM)的原理及其在锦屏二级水电站工程中的初步应用[J]. 中国科学:技术科学,2012,(4):359-368.(GE Xiurun,HOU Mingxun. Principle of in-site 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]. Scientia Sinica:Technologica,2012,(4):359-368.(in Chinese))
[9]
乔兰,蔡美峰. 应力解除法在某金矿地应力测量中的新进展[J]. 岩石力学与工程学报,1995,24(1):25-32.(QIAO Lan,CAI Meifeng. New development of stress relief method for determination of in-situ stresses in a gold mine[J]. Chinese Journal of Rock Mechanics and Engineering,1995,24(1):25-32.(in Chinese))
[10]
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,1995:68-90.(CAI Meifeng,QIAO Lan,LI Huabin. The principle and technology of in-situ stress measurement[M]. Beijing:Science Press,1995:68-90.(in Chinese))
[11]
王连捷,潘立宙. 地应力测量及其在工程中的应用[M]. 北京:地质出版社,1991:1-31.(WANG Lianjie,PAN Lizhou. Crustal stress measurements and their application in engineering[M]. Beijing:Geological Publishing House,1991:1-31.(in Chinese))
[12]
VERRUIJTA. Deformation of an elastic half plane with a circular cavity[J]. International Journal of Solids and Structures,1998,35(21):2795-2804.
姚瑞,杨树新,陆远忠,等. 在地应力测量中准确求解最大、最小水平应力问题的探讨[J]. 岩土工程学报,2012,34(2):317-325. (YAO Rui,YANG Shuxin,LU Yuanzhong,et al. Computing maximum and minimum horizontal stresses in in-situ stress measurements[J]. Chinese Journal of Geotechnical Engineering,2012,34(2):317-325. (in Chinese))
[15]
张重远,吴满路,陈群策,等. 地应力测量方法综述[J]. 河南理工大学学报:自然科学版,2012,31(3):305-310.(ZHANG Chongyuan,WU Manlu,CHEN Qunce,et al. Review of in-situ stress measurement methods[J]. Journal of Henan Polytechnic University:Natural Science,2012,31(3):305-310.(in Chinese))
[16]
谭成轩,孙叶,王连捷,等. 地应力测量值得注意的若干问题[J]. 地质力学学报,2003,(3):275-280.(TAN Chengxuan,SUN Ye,WANG Lianjie,et al. Some problems of in-situ crustal stress measurements[J]. Journal of Geomechanics,2003,(3):275-280.(in Chinese))