Rock Mechanics and Rock Engineering

, Volume 50, Issue 10, pp 2827–2836 | Cite as

A New Method for 3D Modeling of Joint Surface Degradation and Void Space Evolution Under Normal and Shear Loads

  • Yang Gui
  • Caichu Xia
  • Wenqi Ding
  • Xin Qian
  • Shigui Du
Technical Note
  • 289 Downloads

Keywords

Joint surface Void space Degradation Evolution 

Notes

Acknowledgements

This study was supported by the National Natural Science Foundation of China (No.41327001, No.41472248).

References

  1. Archambault G, Gentier S, Riss J, Flamand R (1997) The evolution of void spaces (permeability) in relation with rock joint shear behavior. Int J Rock Mech Min Sci 34(3–4):14.e1–14.e15Google Scholar
  2. Asadollahi P, Tonon F (2010) Constitutive model for rock fractures: revisiting Barton’s empirical model. Eng Geol 113(1):11–32CrossRefGoogle Scholar
  3. Bandis SC, Lumsden AC, Barton N (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268CrossRefGoogle Scholar
  4. Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech Rock Eng 10(1):1–54Google Scholar
  5. Belem T, Mountaka S, Homand EF (2007) Modeling surface roughness degradation of rock joint wall during monotonic and cyclic shearing. Acta Geotech 2(4):227–248CrossRefGoogle Scholar
  6. Belem T, Souley M, Homand EF (2009) Method for quantification of wear of sheared joint walls based on surface morphology. Rock Mech Rock Eng 42(6):883–910CrossRefGoogle Scholar
  7. Fathi A, Moradian Z, Rivard P, Ballivy G, Boyd AJ (2015) Geometric effect of asperities on shear mechanism of rock joints. Rock Mech Rock Eng 49:1–20Google Scholar
  8. Gentier S, Billaux D, Vliet LV (1989) Laboratory testing of the voids of a fracture. Rock Mech Rock Eng 22(2):149–157CrossRefGoogle Scholar
  9. Goodman RE (1989) Introduction to rock mechanics, 2nd edn. Wiley, New YorkGoogle Scholar
  10. Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRefGoogle Scholar
  11. Grasselli G, Wirth J, Egger P (2002) Quantitative three-dimensional description of a rough surface and parameter evolution with shearing. Int J Rock Mech Min Sci 39(6):789–800CrossRefGoogle Scholar
  12. Hans J, Boulon M (2003) A new device for investigating the hydro-mechanical properties of rock joints. Int J Numer Anal Meth Geomech 27(27):513–548CrossRefGoogle Scholar
  13. Hossaini KA, Babanouri N, Nasab SK (2014) The influence of asperity deformability on the mechanical behavior of rock joints. Int J Rock Mech Min Sci 70(9):154–161Google Scholar
  14. Indraratna B, Thirukumaran S, Brown ET, Premadasa W, Gale W (2014) A technique for three-dimensional characterization of asperity deformation on the surface of sheared rock joints. Int J Rock Mech Min Sci 70(9):483–495Google Scholar
  15. Koyama T, Fardin N, Jing L, Stephansson O (2006) Numerical simulation of shear-induced flow anisotropy and scale-dependent aperture and transmissivity evolution of rock fracture replicas. Int J Rock Mech Min Sci 43(1):89–106CrossRefGoogle Scholar
  16. Kulatilake PHSW, Balasingam P, Park J, Morgan R (2006) Natural rock joint roughness quantification through fractal techniques. Geotech Geol Eng 24(5):1181–1202CrossRefGoogle Scholar
  17. Kulatilake PHSW, Park J, Balasingam P, Morgan R (2008) Quantification of aperture and relations between aperture, normal stress and fluid flow for natural single rock fractures. Geotech Geol Eng 26(3):269–281CrossRefGoogle Scholar
  18. Ladanyi B, Archambault G (1970) Simulation of shear behavior of a jointed rock mass. In: Proceedings of the 11th US Syrup on Rock Mechanics, pp 105–125Google Scholar
  19. Li B, Jiang J, Koyama T, Jing R, Tanabashi Y (2008) Experimental study of the hydro-mechanical behavior of rock joints using a parallel-plate model containing contact areas and artificial fractures. Int J Rock Mech Min Sci 45(3):362–375CrossRefGoogle Scholar
  20. Nemoto K, Watanabe N, Hirano N, Tsuchiya N (2009) Direct measurement of contact area and stress dependence of anisotropic flow through rock fracture with heterogeneous aperture distribution. Earth Planet Sci Lett 281(1–2):81–87CrossRefGoogle Scholar
  21. Olsson R, Barton N (2001) An improved model for hydromechanical coupling during shearing of rock joints. Int J Rock Mech Min Sci Geomech Abstr 38(3):317–329CrossRefGoogle Scholar
  22. Park JW, Song JJ (2013) Numerical method for the determination of contact areas of a rock joint under normal and shear loads. Int J Rock Mech Min Sci 58(7):8–22Google Scholar
  23. Park JW, Lee YK, Song JJ, Choi BH (2013) A constitutive model for shear behavior of rock joints based on three-dimensional quantification of joint roughness. Rock Mech Rock Eng 46(6):1513–1537CrossRefGoogle Scholar
  24. Riss J, Gentier S, Archambault G (1997) Sheared rock joints: dependence of damage zones on morphology anisotropy. Int J Rock Mech Min Sci 34(3–4):258Google Scholar
  25. Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci Geomech Abstr 16:303–307CrossRefGoogle Scholar
  26. Xia CC, Tang ZC, Xiao WM, Song YL (2014a) New peak shear strength criterion of rock joints based on quantified surface description. Rock Mech Rock Eng 47(2):387–400CrossRefGoogle Scholar
  27. Xia CC, Gui Y, Wang W, Du SG (2014b) Numerical method for estimating void spaces of rock joints and the evolution of void spaces under different contact states. J Geophys Eng 11(11):065004CrossRefGoogle Scholar
  28. Yang ZY, Taghichian A, Li WC (2010) Effect of asperity order on the shear response of three-dimensional joints by focusing on damage area. Int J Rock Mech Min Sci 47(6):1012–1026CrossRefGoogle Scholar
  29. Zandarin MT, Alonso E, Olivella S (2013) A constitutive law for rock joints considering the effects of suction and roughness on strength parameters. Int J Rock Mech Min Sci 60(2):333–344Google Scholar

Copyright information

© Springer-Verlag Wien 2017

Authors and Affiliations

  • Yang Gui
    • 1
  • Caichu Xia
    • 1
    • 2
  • Wenqi Ding
    • 1
  • Xin Qian
    • 1
  • Shigui Du
    • 2
  1. 1.Department of Geotechnical EngineeringTongji UniversityShanghaiPeople’s Republic of China
  2. 2.College of Civil EngineeringShaoxing UniversityShaoxingPeople’s Republic of China

Personalised recommendations