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| EXPERIMENTAL STUDY OF SEEPAGE PROPERTIES IN ROCKS FRACTURE UNDER COUPLED HYDRO-MECHANO-CHEMICAL PROCESS |
| SHENG Jinchang1,LI Fengbin1,YAO Desheng2,HUANG Qingfu1,SONG Huibin1,ZHAN Meili1 |
(1. College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing,Jiangsu 210098,China;
2. China Water Resources Beifang Investigation and Research Co.,Ltd.,Tianjin 300222,China) |
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Abstract In order to research the hydro-mechano-chemical process in fractured rock,we designed three different kinds of experimental conditions,changing the osmotic pressure and the chemical solution for injection. During these three tests,we measured the seepage discharge,ion concentration and the pH value for observing the seepage properties in fractured rock. Through analyzing the test data and the summary about the characteristics of fractured rocks under different factors,a kind of relationship between the aperture variance ratio and the ion concentration of seepage was established. The test results indicate that:the seepage discharge and the fracture opening all decrease with time,and reach stable state eventually;the improvement of seepage pressure results in the increase of discharge through fractured rocks,correspondingly,the aperture enlarged which the permeability properties of those fractured rocks increased;carbonated with acidic coming through limestone can produce chemical reaction to accelerate the erosion and dissolution of the limestone,resulting in the increase of the aperture. Through analyzing the relationship among the seepage discharge,ion concentration and the pH value with time,we described the evolution of pressure dissolution,free-face solution,chemical dissolution,furthermore revealing the seepage properties of the rock fracture under coupled hydro-mechano-chemical process.
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Received: 29 December 2011
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| [1] HUDSON J A,STEPHANSSON O,ANDERSSON J,et al. Coupled T-H-M issues relating to radioactive waste repository design and performance[J]. International Journal of Rock Mechanics and Mining Sciences,2001,38(1):143–161.
[2] JING L. A review of techniques,advances and outstanding issues in numerical modelling for rock mechanics and rock engineering[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(3):283–353.
[3] MOORE D E,LOCKNER D A,BYERLEE J D. Reduction of permeability in granite at elevated temperatures[J]. Science,1994,265:1 558–1 561.
[4] MORROW C A,MOORE D E,LOCKNER D A. Permeability reduction in granite under hydrothermal conditions[J]. Journal of Geophysical Research,2001,106(B12):551–560.
[5] LIN W,ROBERTS J,GLASSLEY W,et al. Fracture and matrix permeability at elevated temperatures[R]. San Francisco,California:[s.n.],1997.
[6] POLAK A,ELSWORTH D,LIU J,et al. Spontaneous switching of permeability changes in a limestone fracture with net dissolution[J]. Water Resources Research,2004,40(1):W03502,doi:10.1029/2003 WR002717.
[7] YASUHARA H,POLAK A,MITANI Y,et al. Evolution of fracture permeability through fluid rock reaction under hydrothermal conditions[J]. Earth and Planetary Science Letters,2006,244(1/2):186–200.
[8] BRIAN P E,ANDREW H J R. Change in quartz solubility and porosity due to effective stress:an experimental investigation of pressure solution[J]. Geology,1992,20(5):451–454.
[9] ZHANG S,COX S F,PATERSON M S. The influence of room temperature deformation on porosity and permeability in calcite aggregates[J]. Journal of Geophysical Research,1994,99(B8):761–775.
[10] ANDREW H J R,THOMAS D CARPENTER,THOMAS A DEWERS. Dissolution and time-dependent compaction of albite sand:Experiments at 100 ℃ and 160 ℃ in pH-buffered organic acids and distilled water[J]. Tectonophysics,1998,295(1/2):93–115.
[11] 冯夏庭,丁梧秀. 应力–水流–化学耦合下岩石破裂全过程的细观力学试验[J]. 岩石力学与工程学报,2005,24(9):1 465–1 473. (FENG Xiating,DING Wuxiu. Meso-mechanical experiment of microfracturing process of rock under coupled mechanical- hydrological chemical environment[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(9):1 465–1 473.(in Chinese))
[12] 丁梧秀,冯夏庭. 化学腐蚀下灰岩力学效应的试验研究[J]. 岩石力学与工程学报,2004,23(21):3 571–3 576.(DING Wuxiu,FENG Xiating. Testing study on mechanical effect for limestone under chemical erosion[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(21):3 571–3 576.(in Chinese))
[13] 陈四利,冯夏庭,李邵军. 化学腐蚀下三峡花岗岩的破裂特征[J]. 岩土力学,2003,24(5):817–821.(CHEN Sili,FENG Xiating,LI Shaojun. The fracturing behaviors of Three Gorges granite under chemical erosion[J]. Rock and Soil Mechanics,2003,24(5):817–821.(in Chinese))
[14] 姚华彦,冯夏庭,崔 强,等. 化学溶液及其水压作用下单裂纹灰岩破裂的细观试验[J]. 岩土力学,2009,30(1):60–66.(YAO Huayan,FENG Xiating,CUI Qiang,et al. Meso-mechanical experimental study of meso-fraeturing process of limestone under coupled chemical corrosion and water pressure[J]. Rock and Soil Mechanics,2009,30(1):60–66.(in Chinese))
[15] 申林方,冯夏庭,潘鹏志,等. 单裂隙花岗岩在应力–渗流–化学耦合作用下的试验研究[J]. 岩石力学与工程学报,2010,29(7):1 379–1 388.(SHEN Linfang,FENG Xiating,PAN Pengzhi,et al. Experimental research on mechano-hydro-chemical coupling of granite with single fracture[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(7):1 379–1 388.(in Chinese))
[16] 赵阳升. 多孔介质多场耦合作用及其工程响应[M]. 北京:科学出版社,2010:181–182.(ZHAO Yangsheng. Multi-field coupling in porous media and its engineering response[M]. Beijing:Science Press,2010:181–182.(in Chinese))
[17] LIU J,SHENG J,POLAK A,et al. A fully-coupled hydrological- mechanical-chemical model for fracture sealing and preferential opening[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43(1):23–36. |
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