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| EXPERIMENTAL STUDY OF RELATED LAWS OF ROCK THERMAL CRACKING AND PERMEABILITY |
| (1. Institute of Mining Technology,Taiyuan University of Technology,Taiyuan,Shanxi 030024,China;2. School of Mining Engineering,China University of Mining and Technology,Xuzhou,Jiangsu 221008,China;3. Faculty of Architecture and Civil Engineering,Huaiyin Institute of Technology,Huai¢an,Jiangsu 223001,China;4. School of Geology,Hebei Vocational College of Geology,Shijiazhuang,Hebei 050081,China;5. School of Quality and Safety Engineering,China Jiliang University,Hangzhou,Zhejiang 310018,China) |
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Abstract Thermal cracking of rock is a very common natural phenomenon in engineering. The experiments on acoustic emission(AE) characteristics and permeability evolution of sandstone and granite were carried out at temperature ranging from room temperature(RT) to 600 ℃ by using 600 ℃ 20 MN servo-controlled rock triaxial testing machine with high temperature and high pressure (HTHP);and it reveals the related features between thermal cracking law and induced permeability. The results show as follows:(1) There exists a thermal-cracking threshold value in the heating process from RT to 600 ℃ as a result of thermal effect. According to AE characteristics induced by rock thermal cracking,the cracking threshold temperature of granite from Pingyi,Shandong Province in China is 65 ℃ and the one of fine-grained sandstone from Yongcheng,Henan Province in China is 170 ℃,respectively. (2) The behavior of rock thermal cracking is discontinuity and multi-period from RT to 600 ℃ with temperature rising over the threshold temperature. It neither increases nor reduces monotonously in the heating process;and there exist more than two peak value areas. (3) The rock permeability appears multi-peak value area because of the multi-period of thermal cracking with temperature increasing. The relative lowering permeability lag occurs after the quietude of AE in the peak value area of permeability. But the permeability remains in a high level and it is more and more high with the increasing happening times of AE drastic period.
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Received: 01 April 2010
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| [1] 赵阳升,万志军,康建荣. 高温岩体地热开发导论[M]. 北京:科学出版社,2004.(ZHAO Yangsheng,WAN Zhijun,KANG Jianrong. Introduction to geothermal extraction of hot dry rock[M]. Beijing:Science Press,2004.(in Chinese))
[2] 康志勤,赵阳升,孟巧荣,等. 油页岩热破裂规律的显微CT试验研究[J]. 地球物理学报,2009,52(3):842–848.(KANG Zhiqin,ZHAO Yangsheng,MENG Qiaorong,et al. Micro-CT experimental research on oil shale thermal cracking laws[J]. Chinese Journal of Geophysics,2009,52(3):842–848.(in Chinese))
[3] SOMERTON W H,GUPTA V S. Role of fluxing agents in thermal alteration of sandstone[J]. Journal of Petroleum Technology,1965,17(5):585–588.
[4] HEARD H C. Thermal expansion and inferred permeability of climax quarts monzonite to 300 ℃ and 27.6 MPa[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1980,17(5):289–296.
[5] MORROW C,LOCKNER D,MOORE D,et al. Permeability of granite in a temperature gradient[J]. Journal of Geophysical Research. 1981,86(B4):3 002–3 008.
[6] HOMAND-ETIENNE F,HOUPERT R. Thermally induced microcraking in granites:characterization and analysis[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1989,26(2):125–134.
[7] KEMENY J,ZOMENI Z. A comparison of eight methods for measuring grain and boundary cracking in heated quartzite samples[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1998,35(4):506–507.
[8] 陈 顒,吴晓东,张福勤. 岩石热开裂的试验研究[J]. 科学通报,1999,44(8):880–883.(CHEN Yong,WU Xiaodong,ZHANG Fuqin. Experimental research on rock thermal cracking[J]. Chinese Science Bulletin,1999,44(8):880–883.(in Chinese))
[9] ZHANG S Q,MERVYN S P,STEPHEN F C. Microcrack growth and healing in deformed calcite aggregates[J]. Tectonophysics,2001,335(1–2):17–36.
[10] 李纪汉,刘晓红,郝晋昇. 温度对岩石的弹性波速和声发射的影响[J]. 地震学报,1986,8(3):293–300.(LI Jihan,LIU Xiaohong,HAO Jinsheng. Temperature effect on the elastic wave velocity and acoustic emission of rocks samples[J]. Acta Seismologica Sinica,1986,8(3):293–300.(in Chinese))
[11] 左建平,谢和平,周宏伟,等. 不同温度作用下砂岩热开裂的试验研究[J]. 地球物理学报,2007,50(4):1 150–1 155.(ZUO Jianping,XIE Heping,ZHOU Hongwei,et al. Experimental research on thermal cracking of sandstone under different temperatures[J]. Chinese Journal of Geophysics,2007,50(4):1 150–1 155.(in Chinese))
[12] 张 渊,赵阳升,万志军,等. 不同温度条件下孔隙压力对长石细砂岩渗透率影响试验研究[J]. 岩石力学与工程学报,2008,27(1):53–58.(ZHANG Yuan,ZHAO Yangsheng,WAN Zhijun,et al. Experimental study on effect of pore pressure on feldspar fine sandstone permeability under different temperatures[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):53–58.(in Chinese))
[13] 张 渊,张 贤,赵阳升. 砂岩的热破裂过程[J]. 地球物理学报,2005,48(3):656–659.(ZHANG Yuan,ZHANG Xian,ZHAO Yangsheng. Process of sandstone thermal cracking[J]. Chinese Journal of Geophysics,2005,48(3):656–659.(in Chinese))
[14] 张 宁,赵阳升,万志军,等. 三维应力下热破裂对花岗岩渗流规律影响的试验研究[J]. 岩石力学与工程学报,2010,29(1):118–123.(ZHANG Ning,ZHAO Yangsheng,WAN Zhijun,et al. Experimental research on seepage laws of granite under thermal cracking action with 3D stress[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(1):118–123.(in Chinese))
[15] 赵阳升,万志军,张 渊,等. 20 MN伺服控制高温高压岩体三轴试验机的研制[J]. 岩石力学与工程学报,2008,27(1):1–8.(ZHAO Yangsheng,WAN Zhijun,ZHANG Yuan,et al. Research and development of 20 MN servo-controlled rock triaxial testing system with high temperature and high pressure[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):1–8.(in Chinese))
[16] 赵阳升,孟巧荣,康天合,等. 显微CT试验技术与花岗岩热破裂特征的细观研究[J]. 岩石力学与工程学报,2008,27(1):28–34. (ZHAO Yangsheng,MENG Qiaorong,KANG Tianhe,et al. Micro-CT experimental technology and meso-investigation on thermal fracturing characteristics of granite[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):28–34.(in Chinese))
[17] WANG H F,BONNER B P,CARLSON S R,et al. Thermal stress cracking in granite[J]. Journal of Geophysical Research,1989,94(B2):1 745–1 758. |
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