岩石节理应力–渗流耦合试验系统研究进展

doi:10.13722/j.cnki.jrme.2014.s2.009

Abstract
Figure/Table
References (47)
Related Citation (0)

Download: PDF (1686 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The coupled stress-flow properties of rock joints，which have remarkable impacts on the stability of rock masses，have become a hot problem of rock mechanics in recent two decades. The most effective way to study the coupled stress-flow characteristics of rock joint is to perform laboratory coupled stress-flow tests. Hence，the coupled stress-flow test system that is able to achieve the true coupled stress-flow process can provide an important basis for these researches. In this paper，three aspects of advances in the development of coupled stress-flow test system at home and abroad are involved as follows. (1) The methods adopted to achieve constant normal stiffness(CNS) conditions during shearing process are summarized. (2) Advances in coupled stress-flow test of rock joint with only normal loadings are reviewed. (3) Recent advances in the development of coupled shear-flow test system for rock joints，which include the realization of flow boundary conditions，new sealing system of shear box and technologies to achieve high hydraulic pressure during coupled shear-flow test，are introduced. The advantages and deficiencies of different coupled shearing-flow test systems developed in recent years are analyzed in detailed，on the basis of which new challenges for developing new coupled shearing-flow test system are proposed by considering high stress and high hydraulic pressure conditions existing in deep underground excavation programs.

Key words： rock mechanics rock joints constant normal stiffness coupling normal stress-flow test coupling shearing-flow test sealing system of shear box

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	XIAO Weimin1
	2
	XIA Caichu2
	DENG Ronggui1

Cite this article:

XIAO Weimin1,2,XIA Caichu2, et al. ADVANCES IN DEVELOPMENT OF COUPLED STRESS-FLOW TEST SYSTEM FOR ROCK JOINTS[J]. , 2014, 33(S2): 3456-3465.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2014.s2.009 OR https://rockmech.whrsm.ac.cn/EN/Y2014/V33/IS2/3456

[1]	夏才初，孙宗颀. 工程岩体节理力学[M]. 上海：同济大学出版社，2002：141-144.(XIA Caichu，SUN Zongqi. Joint mechanics of engineering rockmass[M]. Shanghai：Tongji University Press，2002：141-144.(in Chinese))
[2]	GANGI A F. Variation of whole and fractured porous rocks permeability with confining pressure[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1978，15(5)：249-257.
[3]	WALSH J B. Effect of pore pressure and confining pressure on fracture permeability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18(5)：429-435.
[4]	TSANG Y W，WITHERSPOON P A. The dependence of fracture mechanical and fluid flow properties on fracture roughness and sample size[J]. Journal of Geophysical Research，1983，88(B3)：2 359-2 366.
[5]	SATIOR，OHNISHIY，NISHIYAMA S，et al. Hydraulic characteristics of single rough fracture under shear deformation[C]// Impact of Human Activity on the Geological Environment，Proceedings of EUROCK 2005，Konecny. London：[s. n.]，2005：503-509.
[6]	ARCHAMBAULT G，FORTIN M，GILL D E，et al. Experimental investigations for an algorithm simulating the effect of variable normal stiffness on discontinuities shear strength[C]// Proceedings of the International Symposium on Rock Joints. Rotterdam：A. A. Balkema，1990：141-148.
[7]	OHNISHI Y，DHARMARATNE P G R. Shear behaviour of physical models of rock joints under constant normalstiffness conditions[C]// Proceedings of the International Symposium on Rock Joints. Rotterdam：A. A. Balkema，1990：267-273.
[8]	SEIDEL J P，HABERFIELD C M. A theoretical model for rock joints subjected to constant normal stiffness direct shear[J]. International Journal of Rock Mechanics and Mining Sciences，2002，39(5)：539-553.
[9]	INDRARATNA B，HAQUE A，AZIZ N. Laboratory modelingof shear behavior of soft joints under constant normal stiffness conditions[J]. Geotechnical and Geological Engineering，1998，16(1)：17-44.
[10]	JOHNSTON I W，LAM T S K. Shear behavior of regular triangular concrete/rock joints analysis[J]. Journal of Geotechnical Engineering，1989，115(5)：711-727.
[11]	KOYAMA T. Stress，flow and particle transport in rock fractures[Ph. D. Thesis][D]. Stockholm：Sweden Royal Institute of Technology，2007.
[12]	JOHNSTON I W，LAM T S K，WILLIAM A F. Constant normal stiffness direct shear testing for socketed pile design in weak rock[J]. Geotechnique，1987，37(B1)：331-355.
[13]	BRAHIM B，GERARD B. Laboratory of shear behavior of rock joints under constant normal stiffness conditions[C]// Rock Mechanics as a Guide for Efficient Utilization of Natural Resources. Rotterdam：A. A. Balkema，1989：899-906.
[14]	JIANG Y，XIAO J，TANABASHIY，et al. Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(2)：275-286.
[15]	GALE J E. A numerical，field and laboratory study of flow in rocks with deformable fractures[Ph. D. Thesis][D]. Berkeley：University of California，1975.
[16]	IWAI K. Fundamental studies of fluid flow through a single fracture [Ph. D. Thesis][D]. Berkeley：University of California，1976.
[17]	DETOURNAY Y E. Hydraulic conductivity of closed rock fracture： an experimental and analytical study[C]// Proceedings of the 13th Canadian Rock Mechanics Symposium. [S.l.]：[s. n.]，1980：168-173.
[18]	PYRAK-NOLTE L J，MYER L R，COOK N G W，et al. Hydraulic and mechanical properties of natural fractures in low permeability rock[C]//Proceedings of the 6th International Congress of Rock Mechanics. Montreal：[s. n.]，1987：225-231.
[19]	KRANZR L，FRANKEL A D，ENGELDER T，et al. The permeability of whole and jointed barre granite[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1979，16(4)：225-234.
[20]	ELLIOT G M，BROWN E T，BOODT P I，et al. Hydromechanical behaviour of joints in the Carnmenelis granite，SW England[C]// Proceedings of International Symposium on Fundamentals of Rock Joints. Bjorkliden，Sweden：[s. n.]，1985：249-258.
[21]	SUNDARAM P N，WATKINS D J，RALPH W E. Laboratory investigations of coupled stress-deformation-hydraulic flow in a natural rock fracture[C]// Proceedings of 28th US Symposium Rock Mechanics. Tucson，Arizona：[s. n.]，1987：585-592.
[22]	IWANO W. Hydromechanical characteristics of a single rock joint[Ph. D. Thesis][D]. Cambridge：Massachusetts Institute of Technology，USA，1995.
[23]	LAMAS L N. An experimental study of the hydromechanical properties of granite joints[C]// Proceedings of 8th International Congress of Rock Mechanics. Tokyo：[s. n.]，1995：733-738.
[24]	GUTIERREZ M，ØINO L E，NYGARD R. Stress-dependent permeability of a demineralised fracture in shale[J]. Marine and Petroleum Geology，2000，17(8)：895-907.
[25]	LEE H S，CHO T F. Hydraulic characteristics of rough fractures in linear flow under normal and shear load[J]. Rock Mechanics and Rock Engineering，2002，35(4)：299-318.
[26]	沈洪俊，高海鹰，夏颂佑. 应力作用下裂隙岩体渗流特性的试验研究[J]. 长江科学院院报，1998，15(3)：35-39.(SHEN Hongjun，GAO Haiying，XIA Songyou. Experimental study on fluid flow properties of fractured rockmass under stress conditions[J]. Journal of Yangtze River Scientific Research Institute，1998，15(3)：35-39.(in Chinese))
[27]	沈洪俊，张奇，夏颂佑. 单条裂隙辐向流试验的初步探讨[J]. 河海大学学报，1995，23(2)：94-99.(SHEN Hongjun，ZHANG Qi，XIA Songyou. Preliminary study on radial flow tests of a single fracture[J].Journal of Hohai University，1995，23(2)：94-99.(in Chinese))
[28]	YEO IW，DE FREITAS MH，ZIMMERMAN RW. Effect of shear displacement on the aperture and permeability of a rock fracture[J]. International Journal of Rock Mechanics and Mining Sciences，1998，35(8)：1051-1070.
[29]	ESAKI T，HOJOH，KIMURAH，et al. Shear-flow coupling test on rock joints[C]// Proceedings of 7th International Congress on Rock Mechanics. [S. l.]：[s. n.]，1991：389-392.
[30]	ESAKI T，DU S J，MITANI Y，et al. Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint[J]. International Journal of Rock Mechanics and Mining Sciences，1999，36(5)：641-650.
[31]	OLSSON R，BARTON N. An improved model for hydro-mechanical coupling during shearing of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences，2001，38(3)：317-329.
[32]	OHNISHI Y，DHARMARATNE PGR. Shear behavior of physical models of rock joints under constant normal stiffness conditions[C]// Proceedings of the International Symposium on Rock Joint. Rotterdam：A.A.Balkama，1990：267-273.
[33]	CHIBA S，OHNISHI Y，OHTSU H，et al. The development of new apparatus considering the effect of shear deformation on hydraulic characteristics of a single joint[C]// Environmental Rock Engineering. [S. l.]：[s. n.]，2003：93-100.
[34]	SATIO R，OHNISHI Y，NISHIYAMA S，et al. Hydraulic characteristics of single rough fracture under shear deformation[C]// Impact of Human Activity on the Geological Environment，Proceedings of EUROCK 2005. London：[s. n.]，2005：503-509.
[35]	SATIO R，OHNISHI Y，NISHIYAMA S，et al. Study on hydraulic and transport characteristics of rock fracture using lattice gas automation[C]// Contribution of Rock Mechanics to the New Century，Proceedings of the 3rd Asian Rock Mechanics Symposium. Rotterdam：[s. n.]，2004：165-171.
[36]	JIANG Y，TANABASHI Y，XIAO J，et al. An improved shear-flow test apparatus and its application to deep underground construction[J]. International Journal of Rock Mechanics and Mining Sciences，2004， 41(Supp.1)：170-175.
[37]	JIANG Y，LI B，TANABASHI Y. Estimating the relation between surface roughness and mechanical properties of rock joints[J]. InternationalJournal of Rock Mechanics and Mining Sciences，2006，43(6)：837-846.
[38]	LI B，JIANG Y，KOYAMA T，et al. Experimental study on hydro-mechanical behaviour of rock joints by using parallel-plates model containing contact area and artificial fractures[J]. International Journal of Rock Mechanics and Mining Sciences，2008，45(3)：362-375.
[39]	蒋宇静，王刚，李博，等. 岩石节理剪切-渗流耦合试验及分析[J]. 岩石力学与工程学报，2007，26(11)：2 253-2 259.(JIANG Yujing，WANG Gang，LI Bo，et al. Experimental study and analysis of shear-flow coupling behaviors of rock joints[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(11)：2 253-2 259.(in Chinese))
[40]	刘才华，陈从新，付少兰. 充填砂裂隙在剪切位移作用下渗流规律的实验研究[J]. 岩石力学与工程学报，2002，21(10)：1 457-1 461. (LIU Caihua，CHEN Congxin，FU Shaolan. Testing study on seepage characteristics of a single rock fracture with sand under shearing displacement[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(10)：1 457-1 461.(in Chinese))
[41]	刘才华，陈从新，付少兰. 二维应力作用下岩石单裂隙渗流规律的实验研究[J]. 岩石力学与工程学报，2002，21(8)：1 194-1 198. (LIU Caihua，CHEN Congxin，FU Shaolan. Testing study on seepage characteristic of a single rock fracture under two-dimensional stresses[J].Chinese Journal of Rock Mechanics and Engineering，2002，21(8)：1 194-1 198.(in Chinese))
[42]	王刚，蒋宇静，王渭明，等. 新型数控岩石节理剪切渗流试验台的设计与应用[J]. 岩土力学，2009，30(10)：3 200-3 208.(WANG Gang，JIANG Yujing，WANG Weiming，et al. Development and application of an improved numeric control shear-control coupled apparatus for rock joint[J]. Rock and Soil Mechanics，2009，30(10)：3 200-3 208.(in Chinese))
[43]	夏才初，王伟，王筱柔. 岩石节理剪切-渗流耦合试验系统的研制[J]. 岩石力学与工程学报，2008，27(6)：1 285-1 291.(XIA Caichu，WANG Wei，WANG Xiaorou. Development of coupling shear-seepage test system for rock joint[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(6)：1 286-1 291.(in Chinese))
[44]	王伟. 不同接触状态下节理应力-渗流耦合特性研究[博士学位论文][D]. 上海：同济大学，2009.(WANG Wei. Study on coupled characteristic for stress and seepage of rock joints under different contact conditions[Ph. D. Thesis][D]. Shanghai：Tongji University，2009. (in Chinese))
[45]	肖维民，夏才初，王伟，等. 考虑曲折效应的粗糙节理渗流计算新公式研究[J]. 岩石力学与工程学报，2011，30(12)：2 416-2 425. (XIAO Weimin，XIA Caichu，WANG Wei，et al. Study of a new equation for fluid flow through a single rough joint considering tortuosity effect[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(12)：2 416-2 425.(in Chinese) )
[46]	肖维民，夏才初，王伟，等. 基于Barton剪胀模型的粗糙节理渗流分析[J]. 岩石力学与工程学报，2013，32(4)：814-820.(XIAO Weimin，XIA Caichu，WANG Wei，et al. Analysis of fluid flow through rough joints based on a shear dilation model developed by Barton[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(4)：814-820.(in Chinese))
[47]	肖维民，夏才初，王伟，等. 考虑接触面积影响的粗糙节理渗流分析[J]. 岩土力学，2013，34(7)：1 913-1 922.(XIAO Weimin，XIA Caichu，WANG Wei，et al. Analysis of fluid flow through a rough joint considering effect of contact area[J]. Rock and Soil Mechanics，2013，34(7)：1 913-1 922.(in Chinese))
	[48]