Differentiation characteristics of insitu stress in deep rock
TAN Zhuoying,XIA Zhiyuan,DING Yu,Roland Againglo,LIU Huanxin,YUE Pengjun
(State Key Laboratory of High-efficient Mining and Safety of Metal Mine,Ministry of Education,University of Science and Technology Beijing,Beijing 100083,China)
Abstract:Based on a deep resource exploration project in the Plain of North China,six boreholes are arranged at various positions near the faults according to the requirements of mine facilities,mining and ground industrial sites design,and hydraulic fracturing technique is implemented for measurement of in-situ stress. By comparisons of stresses between near and far to the faults,the variability of in-situ stress near the faults and its change rule is revealed. The results have shown that the maximum horizontal principal stress ?[26.35 MPa,55.47 MPa],stress concentration factor is 1.05–1.44; ?[1.22,1.65],1.56 in average,which is approximately equivalent to that of far field stress; ?[5.90,22.80],16.42 in average,exceeding the differential value far to the faults. In the adjacent zone,the orientation of in-situ stress near to the faults will diverse,the variation range of diversion is 0.60°–30.83°,24.2° in average. In-situ stress will evidently change at the lower wall of fault,between the faults,and at the junctions,it presents stress concentration,increase in differential value between horizontal principal stresses,significantly diversion in the orientation of stress and increase in stress increment per hundred meters at vertical depth. It shows significant difference with the change of measuring position.
[1] HOEK E,BROWN E T. Underground excavations in rock[M]. London:The Institute of Mining and Metallurgy,1980:382–395.
[2] BROWN E T,WINDSOR C R. Near surface in situ stress in Australia and their influence on underground construction[C]// Proceedings of the 7th Australian Tunneling Conference. Sydney:[s. n.],1990:18–48.
[3] HERGET G. Changes of ground stress with depth in Canadian shield[C]// Proceedings of the International Society for Rock Mechanics and Rock Engineering. Stockholm:[s. n.],1986:61–68.
[4] STEPHANSON O,SARKKA P,MYRVANG A. State of stress in Fennoscandia[C]// Proceedings of the International Society for Rock Mechanics and Rock Engineering. Stockholm:[s. n.],1986:21–32.
[5] 蔡美峰. 地应力测量原理和技术[M]. 北京:科学出版社,2000:38–47,231–244.(CAI Meifeng. Principles and techniques of in-situ stress testing[M]. Beijing:Science Press,2000:38–47,231–244.(in Chinese))
[6] 景 锋,盛 谦,张勇慧,等. 中国大陆浅层地壳实测地应力分布规律研究[J]. 岩石力学与工程学报,2007,26(10):2 056–2 062. (JING Feng,SHENG Qian,ZHANG Yonghui,et al. Research on distribution rule of shallow crustal geostress in China mainland[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(10):2 056–2 062.(in Chinese))
[7] 李新平,汪 斌,周桂龙. 我国大陆实测深部地应力分布规律研究[J]. 岩石力学与工程学报,2012,31(Supp.1):2 875–2 880.(LI Xinping,WANG Bin,ZHOU Guilong. Research on distribution rule of geostress in deep stratum in Chinese mainland[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):2 875–2 880.(in Chinese))
[8] HUBBERT M K,WILLIS D G. Mechanics of hydraulic fracturing[J]. Society of Petroleum Engineers,1957,210:153–168.
[9] ITO T,SATO A,HAYASHI K. Laboratory and field verification of a new approach to stress measurements using dilatometer tool[J]. International Journal of Rock and Mining Sciences,2001,38:1 173– 1 184.
[10] MARTIN C D,LANYON G W. Measurement of in-situ stress in weak rocks at Mont Terri rock laboratory,Switzerland[J]. International Journal of Rock and Mining Sciences,2003,40(7–8):1 077–1 088.
[11] ZHUOYING T A N,MEIFENG C A I. Measurement and study of distributing law of in-situ stresses in rock mass at great depth[J]. Journal of University of Science and Technology Beijing,2006,13(3):207–212.
[12] HAIMSON B C. Hydraulic fracturing and rock characterization[J]. International Journal of Rock and Mining Sciences,2004,41(3):1–7.
[13] HAYASHI K,SATO A,ITO T. In-situ stress measurements by hydraulic fracturing for a rock mass with many planes of weakness[J]. International Journal of Rock and Mining Sciences,1997,34(1):45–48.
[14] 刘中春,吕心瑞,李玉坤,等. 断层对地应力场方向的影响机制[J]. 石油与天燃气地质,2016,37(3):387–393.(LIU Zhongchun,LV Xinrui,LI Yukun,et al. Mechanism of faults acting on in-situ stress field direction[J]. Oil and Gas Geology,2016,37(3):387–393.(in Chinese))
[15] CHANG C D,LEEJ Z. KANG T S. Interaction between regional stress state and faults:Complementary analysis of Zorehole in situ stress and earthquake focal mechanism in southeastern Korea[J]. Tectonophysics,2010,485(1–4):164–177.
[16] 康红普,吴志刚,高富强,等. 煤矿井下地质构造对地应力分布的影响[J]. 岩石力学与工程学报,2012,31(增1):2 674–2 680. (KANG Hongpu,WU Zhigang,GAO Fuqiang,et al. Effect of geological structures on in-situ stress distribution in underground coal mines[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):2 674–2 680.(in Chinese))
[17] IKEDA R,IIO Y,OMURA K. In situ stress measurements in NIED boreholes in and around the fault zone near the 1995 Hyogo-ken Nanbu earthquake,Japan[J]. Island Arc,2001,10(3–4):252–260.
[18] TSUKAHARA H,LKEDA R,OMURA K. In-situ stress measurement in an earthquake focal area[J]. Tectonophysics,1996,262:281–290.
[19] 李 宏,谢富仁,刘凤秋,等. 乌鲁木齐市区断层附近原地应力测量研究[J]. 地震地质,2007,55(11):3 690–3 698.(LI Hong,XIE Furen,LIU Fengqiu,et al. Characteristics of in-situ stress measurements near the fault and fault activity in Urumqi City[J]. Chinese Journal of Eophysics,2007,55(11):3 690–3 698.(in Chinese))
[20] CHATTERJEE R. Effect of normal faulting on in-situ stress:A case study from Mandapeta Field,Krishna-Godavari basin,India[J]. Earth And Planetary Science Letters,2017,269(3–4):457–466.
[21] ALEJANO L R,CASTRO-FILGUEIRA U,FERRERO A M,et al. In situ stress measurement near faults and interpretation by means of discrete element modelling[J]. Geodynamicaet Geomaterialia,2017,14(2):181–194.