高围压条件下含充填裂隙类岩石水渗流试验研究

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摘要进行高围压、高水压条件下的含充填裂隙类岩石的渗透性试验研究，根据配比试验，制作模拟砂岩的试样，并应用自主研发的三轴试验仪器进行试验研究。研究发现：(1) 不同充填裂隙试样的渗透系数不同，但不同围压下渗透系数均处于同一数量级；(2) 围压升高时，充填裂隙介质的渗透系数呈下降趋势；(3) 渗透结构面几何特征是影响试样渗透性的主要因素之一；(4) 试样渗透性规律应建立在试验的基础上。

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关键词 ：岩石力学, 充填节理, 相似材料, 渗透性

Abstract：The tests for permeability of rock-like sample with filling fractures under high confining pressure and hydraulic pressure are carried out. Based on the ratio test，the specimens simulating sandstone are made；and the tests are made by self-developed triaxial instrumentation. From the results，it is found that：(1) The permeability coefficients of different filling fractures specimens are different；but they are always in the same magnitude under different confining pressures. (2) The permeability coefficient shows downward trend with the increase of confining pressure. (3) The geometrical characteristic of permeability structural surface is one of main factors influencing permeability of sample；(4) Permeability law of sample should be based on the test results.

Key words： rock mechanics filling joint similar material permeability

引用本文:

刘欣宇1，2，刘爱华1，李夕兵1. 高围压条件下含充填裂隙类岩石水渗流试验研究[J]. 岩石力学与工程学报, 2012, 31(7): 1390-1398.
LIU Xinyu1，2，LIU Aihua1，LI Xibing1. EXPERIMENTAL STUDY OF PERMEABILITY OF ROCK-LIKE MATERIAL WITH FILLING FRACTURES UNDER HIGH CONFINING PRESSURE. , 2012, 31(7): 1390-1398.

链接本文:

http://www.rockmech.org/CN/Y2012/V31/I7/1390

[5]	刘继山. 单裂隙受正应力作用时的渗流公式[J]. 水文地质与工程地质，1987，(2)：32-33.(LIU Jishan. Seepage equation of single fracture under normal stress[J]. Hydrogeology and Engineering Geology，1987，(2)：32-33.(in Chinese))
[10]	EINSTEIN H H，HIRSCHFELD R C. Model studies of jointed-rock behavior(Abstract)[J]. Journal of the Soil Mechanics and Foundations Division，1973，99(3)：229-248. " target="_blank">
[13]	刘爱华，罗荣武，黎鸿，等. 人工非贯通节理试样力学强度特征试验研究[J]. 西安科技大学学报，2009，29(6)：726-730.(LIU Aihua，LUO Rongwu，LI Hong，et al. Strength features of testing samples with prefabricared discontinuous joints[J]. Journal of Xi?an University of Science and Technology，2009，29(6)：726-730.(in Chinese))
[14]	李晓红，卢义玉，康勇，等. 岩石力学实验模拟技术[M]. 北京：科学出版社，2007：35-40.(LI Xiaohong，LU Yiyu，KANG Yong，et al. Rock mechanics experiment simulation technology[M]. Beijing：Science Press，2007：35-40.(in Chinese)) " target="_blank">
[7]	BRACE W F，WALSH J B，FANGOS W T. Permeability of granite under high pressure[J]. Journal of Geophysical Research，1968，73(6)：2 225-2 236. " target="_blank">
[15]	李小春，高桥学，吴智深，等. 瞬态压力脉冲法及其在岩石三轴试验中的应用[J]. 岩石力学与工程学报，2001，20(增2)：1 725-1 733.(LI Xiaochun，TAKAHASHI M，WU Zhishen，et al. Transient pulse technique and its application to conventional triaxial compressive tests[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(Supp. 2)：1 725-1 733.(in Chinese)) " target="_blank">
[20]	孔祥言. 高等渗流力学[M]. 合肥：中国科学技术大学出版社，1999：14-18.(KONG Xiangyan. Advanced fluid mechanics in porous[M]. Hefei：University of Science and Technology of China Press，1999：14-18.(in Chinese)) " target="_blank">
[2]	SCHRAUF T W. Laboratory studies of gas flow through a single natural fracture[J]. Water Resources Research，1986，22(7)：1 083. " target="_blank">
[9]	陈红江. 裂隙岩体应力-损伤-渗流耦合理论、试验及工程应用研究[博士学位论文][D]. 长沙：中南大学，2010.(CHEN Hongjiang. Research on coupling theory and test of stress-damage-seepage in fractured rock masses and its engineering application[Ph. D. Thesis][D]. Changsha：Central South University，2010.(in Chinese)) " target="_blank">
[12]	车法星，黎立云，刘大安. 类岩材料多裂纹体断裂破坏试验及有限元分析[J]. 岩石力学与工程学报，2000，19(3)：295-298.(CHE Faxing，LI Liyun，LIU Daan. Fracture experiments and finite element analysis for multi-cracks body of rock-like material[J]. Chinese Journal of Rock Mechanics and Engineering，2000，19(3)：295-298.(in Chinese))
[3]	BANDIS S C，LUMSDER C，BARTON N R. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1983，20(6)：249-268. " target="_blank">
[1]	IWAI K. Fundamental studies of fluid through a single fracture[Ph. D. Thesis][D]. Berkeley：University of California，Berkeley，1976. " target="_blank">
[4]	刘继山. 结构面力学参数与水力参数耦合关系及其应用[J]. 水文地质与工程地质，1988，(2)：7-11.(LIU Jishan. The coupled relationships between mechanical parameters and hydraulic ones of a structural surface and their applications[J]. Hydrogeology and Engineering Geology，1988，(2)：7-11.(in Chinese))
[6]	田开铭. 裂隙水交叉流的水力特征[J]. 地质学报，1986，66(2)：202-214.(TIAN Kaiming. The hydraulic properties of crossing-flow in an intersected fracture[J]. Acta Geologica Sinica，1986，66(2)：202-214.(in Chinese)) " target="_blank">
[8]	OLSEN H W. Darcy law in saturated Kaoljnite[J]. Water Resources 1966，2(6)：287-295. " target="_blank">
[11]	SAGONG M，BOBET A. Coalescence of multiple flaws in a rock-model material in uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences，2002，39(2)：229-241.
[16]	张铭. 低渗透岩石实验理论及装置[J]. 岩石力学与工程学报，2003，22(6)：919-925.(ZHANG Ming. Theory and apparatus for testing low-permeability of rocks in laboratory[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(6)：919-925.(in Chinese))
[17]	韩小妹，王恩志，刘庆杰. 低渗透岩石的单相水非Darcy流[J]. 清华大学学报：自然科学版，2004，44(6)：804-807.(HAN Xiaomei，WANG Enzhi，LIU Qingjie. Non-Darcy flow of single-phase water through low permeability rock[J]. Journal of Tsinghua University：Science and Technology，2004，44(6)：804-807.(in Chinese))
[18]	ZHANG M，ESAKI T，OLSEN H W，et al. Integrated shear and flow parameter measurement[J]. Geotechnical Testing Journal，1997，20(3)：296-306. " target="_blank">
[19]	KRANZ R L，SALTZMAN J S，BLACIC J D. Hydraulic diffusivity measurements on laboratory rock samples using oscillating pore pressure method[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract，1990，27(5)：345-356. " target="_blank">