350
Views
3
CrossRef citations to date
0
Altmetric
Articles

Experimental study on the coupled shear flow behavior of jointed rock samples

, , , &
Pages s333-s350 | Received 22 May 2017, Accepted 26 Sep 2017, Published online: 26 Oct 2017

References

  • Barton, N., & Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mechanics & Rock Engineering, 10(1–2), 1–54.
  • Chen, Z., Narayan, S. P., Yang, Z., et al. (2000). An experimental investigation of hydraulic behaviour of fractures and joints in granitic rock. International Journal of Rock Mechanics & Mining Sciences, 37(7), 1061–1071.10.1016/S1365-1609(00)00039-3
  • Chen, Y., Hu, R., Zhou, C., Li, D., Rong, G., Jiang, Q. (2010). A new classification of seepage control mechanisms in geotechnical engineering. Journal of Rock Mechanics and Geotechnical Engineering, 2(3), 209–222.10.3724/SP.J.1235.2010.00209
  • Esaki, T., Du, S., Mitani, Y., Ikusada, K., Jing, L. (1999). Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint. International Journal of Rock Mechanics and Mining Sciences, 36(5), 641–650.10.1016/S0148-9062(99)00044-3
  • Gale, J. E. (1982). The effects of fracture type (induced vs. natural) on the stress-fracture closure-fracture permeability relationships. In the 23rd US Symposium on Rock Mechanics (USRMS), American Rock Mechanics Association.
  • Hardin, E. L., Barton, N., Lingle, R., Board, M. P., Voegele, M. D. (1982). A heated flatjack test series to measure the theromechanical and transport properties of in situ rock masses. Office of Nuclear Waste Isolation, 193.
  • Hutson, R. W., & Dowding, C. H. (1990). Joint asperity degradation during cyclic shear. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,27, 109–119.10.1016/0148-9062(90)94859-R
  • Jiang, Y., Li, B., & Tanabashi, Y. (2006). Estimating the relation between surface roughness and mechanical properties of rock joints. International Journal of Rock Mechanics and Mining Sciences, 43(6), 837–846.10.1016/j.ijrmms.2005.11.013
  • Jiang, Y., Xiao, J., Tanabashi, Y., Mizokami, T. (2004). Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition. International Journal of Rock Mechanics & Mining Sciences, 41(2), 275–286.10.1016/j.ijrmms.2003.08.004
  • Jiang, Z., Feng, S., Fu, S. (2012). Coupled hydro-mechanical effect of a fractured rock mass under high water pressure. Journal of Rock Mechanics and Geotechnical Engineering, 4(1), 88–96.10.3724/SP.J.1235.2012.00088
  • Jones, F. O. (1975). A laboratory study of the effects of confining pressure on fracture flow and storage capacity in carbonate rocks. Journal of Petroleum Technology, 21, 21–27.10.2118/4569-PA
  • Kranz, R. L., Frankel, A. D., Engelder, T., Scholz, C. H. (1979). The permeability of whole and jointed barre granite. Internet Journey of Rock Mechanics and Mining Science & Geomechanics Abstract, 16, 225–334.
  • Ladanyi B., & Archambault, G. (1970). Simulation of shear behavior of a jointed rock mass. Proceedings of 11th Symposium on Rock Mechanics (AIME), Berkeley, pp. 105–125.
  • Louis, C. (1974), Rock hydraulics, in Rock Mechanics, edited by L. Muller, pp. 299–387, New York: Springer.
  • Makurat, A. (1985). The effect of shear displacement on the permeability of natural rough joints, hydrogeology of rocks of low permeability. Proceeding of 17th Internation Congress on Hydrogeology, 17, 99–106.
  • Nelson, R. A. (1975). Fracture permeability in porous reservoirs: An experimental and field approach ( PhD.thesis). Department of Geology, Texas A&M University, College Station.
  • Olsson, R., & Barton, N. (2001). An improved model for hydromechanical coupling during shearing of rock joints. International Journal of Rock Mechanics & Mining Sciences, 38(3), 317–329.10.1016/S1365-1609(00)00079-4
  • Plesha, M. E. (1987). Constitutive models for rock discontinuities with dilatancy and surface degradation. International Journal for Numerical and Analytical Methods in Geomechanics, 11, 345–362.10.1002/(ISSN)1096-9853
  • Shen, M., & Zhang, Q. (2010). Experimental study of shear strain characteristic of rock mass discontinuties. Chinese Journal of Rock Mechanics and Engineering, 29(4), 713–719.
  • Su, H. (2015). Seepage evolution mechanism of deep buried jointed rock mass and its engineering application. XuZhou: China University of Mining and Technology.
  • Tao, Y. (2007). An experimental study on hydraulic behavior in a single joint with different JRC. Southwest JiaoTong University, Chengdu.
  • Tsang, Y. W., & Witherspoon, P. A. (1981). Hydromechanical behavior of a deformable rock fracture subject to normal stress. Journal of Geophysical Research: Solid Earth, Vol.86(B10), 9287–9298.10.1029/JB086iB10p09287
  • Wang, G. (2008). Study on hydro-mechanical behavior of rock joints and computation method of bolted jointed rockmass. JiNan: ShanDong university.
  • Xia, C., Wang, W., Wang, X. (2008). Development of coupling shear-seepage test system for rock joints. Chinese Journal of Rock Mechanics and Engineering, 27(6), 1285–1291.
  • Xiao, W., Xia, C., Wang, W., Bian, Y. (2013). Analysis of fluid flow through rough joints based on a shear dilation model developed by Barton. Chinese Journal of Rock Mechanics and Engineering, 32(4), 814–820.
  • Ye, Y., & Liu, G. (2005). Research on couple characteristics of fluid flow and stress within rock. Chinese Journal of Rock Mechanics and Engineering, 24(14), 2518–2525.
  • Yin, L., & Chen, J. (2013). Experimental study of influence of seepage pressure on joint stress-seepage coupling characteristics. Rock and Soil Mechanics, 34(9), 2563–2568.
  • Zhang, J., Shen, M., & Liang, Z. (2015). Experimental study on shear strength characteristics of irregular rock mass discontinuities. Journal of southwest JiaoTong university, 50(6), 993–1000.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.