Shear strength of bonded concrete-granite joints under constant normal stress conditions

Matthieu Briffaut; Bassel El Merabi; Frédéric Dufour; Grégory Coubard

doi:10.1051/e3sconf/20199213014

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 13014

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		13014
Number of page(s)		5
Section		Behaviour at Geotechnical Interfaces
DOI		https://doi.org/10.1051/e3sconf/20199213014
Published online		25 June 2019

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M. Plesha, "Constitutive models for rock discontinuities with dilatancy and surface degradation," International journal for numerical and analytical methods in geomechanics, vol. 11, pp. 345-362, 1987. [Google Scholar]
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P. Kulatilake, g. Shou, T. Huang and R. Morgan, "New peak shear strength criteria for anisotropic rock joints," International journal of rock mechanics and mining sciences, vol. 32, no. 7, pp. 673-697, 1995. [CrossRef] [Google Scholar]
J. Muralha, "Fractal dimension of joint roughness surfaces," in Fractured and jointed rock masses, Rotterdam, 1995. [Google Scholar]
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G. Grasselli, J. Wirth and P. Egger, "Quantitaive three-dimensional description of a rough surface and parameter evolution with shearing," International journal of rock mechanics and mining sciences, vol. 39, pp. 789-800, 2002. [CrossRef] [Google Scholar]
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[1] Y. Ghannat, "Failure modes approach to safety evaluation of dams," in 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, 2004. [Google Scholar]

[2] NVE, "Retningslinje for betongdammer," 2005. [Google Scholar]

[3] EPRI, "Uplift pressures, shear strengths and tensile strengths for stability analysis of concrete gravity dams," 1992. [Google Scholar]

[4] Z. Yang and D. Chiang, "An experimental study on the progressive shear behavior of rock joints with tooth shaped asperities," International journal of rock mechanics and mining sciences, 2000. [Google Scholar]

[5] F. Gu, J. Seidel and C. Haberfield, "Direct shear test on sandstone-concrete joints," International journal of geomechanics, vol. 3, 2003. [Google Scholar]

[6] F. Patton, "Multiple modes of shear failure in rock," in 1st ISRM Congress, Lisbon, Portugal, 1966. [Google Scholar]

[7] B. Ladanyi and G. Archambault, "Simulation of the shear behaviour of a jointed rock mass," in 11th symposium on rock mechanics, Berkeley, 1970. [Google Scholar]

[8] M. Plesha, "Constitutive models for rock discontinuities with dilatancy and surface degradation," International journal for numerical and analytical methods in geomechanics, vol. 11, pp. 345-362, 1987. [Google Scholar]

[9] L. Ooi and J. Carter, "Direct shear behavior of concrete-sandstone interfaces," in 6th international conference on rock mechanics, 1987. [Google Scholar]

[10] Z. Moradian, G. Ballivy and P. Rivard, "Application of acoustic emission for monitoring shear behavior of bonded concrete-rock joints under direct shear test," Canadian journal of civil engineering, vol. 39, no. 8, pp. 887-896, 2012. [CrossRef] [Google Scholar]

[11] M. Gutierrez, "Shear resistance for concrete dams," Trondheim, Norway, 2013. [Google Scholar]

[12] B. Ladanyi and G. Archambault, "Shear strength and deformability of filled indented joints," in Conference on the geotechnics of structurally complex foundations, Capri, 1971. [Google Scholar]

[13] N. Barton and V. Choubey, "The shear strength of rock joints in theory and practice," Rock mechanics, vol. 10, pp. 1-54, 1977. [CrossRef] [Google Scholar]

[14] G. Grasselli, "Shear strength of rock joints based on quantified surface description," Lausanne, 2001. [Google Scholar]

[15] S. Bandis, A. Lumsden and N. Barton, "Experimental studies of scale effects on the shear behaviour of rock joints," International journal of rock mechanics and mining sciences, vol. 18, no. 1, pp. 1-21, 1981. [CrossRef] [Google Scholar]

[16] D. Saiang, L. Malmgren and E. Nordlund, "Laboratory tests on shotcrete-rock joints in direct shear, tension and compression," Rock mechanics and rock engineering, pp. 275-297, 2005. [Google Scholar]

[17] P. Kulatilake, g. Shou, T. Huang and R. Morgan, "New peak shear strength criteria for anisotropic rock joints," International journal of rock mechanics and mining sciences, vol. 32, no. 7, pp. 673-697, 1995. [CrossRef] [Google Scholar]

[18] J. Muralha, "Fractal dimension of joint roughness surfaces," in Fractured and jointed rock masses, Rotterdam, 1995. [Google Scholar]

[19] N. Odling, "Natural fracture profiles, fractal dimension and joint roughness coefficients," Rock mechanics and rock engineering, vol. 36, pp. 135-153, 1994. [Google Scholar]

[20] R. Tse and D. Cruden, "Estimating joint roughness coefficients," International journal of rock mechanics and mining sciences and geomechanics abstracts, vol. 16, pp. 303-307, 1979. [CrossRef] [Google Scholar]

[21] X. Yu and B. Vayssade, "Joint profiles and their roughness parameters," International journal of rock mechanics and mining sciences and geomechancis abstracts, vol. 28, pp. 333-336, 1991. [CrossRef] [Google Scholar]

[22] M. Reeves, "Rock surface roughness and frictional strength," International journal of rock mechanics and mining sciences, vol. 22, no. 6, pp. 429-442, 1985. [CrossRef] [Google Scholar]

[23] ISRM, "Suggested methods for the quantitative description of discontinuities in rock masses," International journal of rock mechanics and mining sciences and geomechanics abstracts, pp. 319-368, 1978. [Google Scholar]

[24] G. Grasselli, J. Wirth and P. Egger, "Quantitaive three-dimensional description of a rough surface and parameter evolution with shearing," International journal of rock mechanics and mining sciences, vol. 39, pp. 789-800, 2002. [CrossRef] [Google Scholar]

[25] M. Boulon, "A 3D direct shear device for testing the mechanical behaviour and the hydraulic conductivity of rock joints," in Mechanics of jointed and faulted rock, Vienna, 1995. [Google Scholar]