Experimental investigation of the mechanical behaviour of soft carbonate rock/grout interfaces for the design of offshore wind turbines

Eleni Stavropoulou; Christophe Dano; Marc Boulon

doi:10.1051/e3sconf/20199213006

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 13006

References

Open Access

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


Article Number		13006
Number of page(s)		6
Section		Behaviour at Geotechnical Interfaces
DOI		https://doi.org/10.1051/e3sconf/20199213006
Published online		25 June 2019

Heuze, F. E. "Dilatant effects of rock joints." 4th ISRM Congress. International Society for Rock Mechanics and Rock Engineering, 1979. [Google Scholar]
Leichnitz, W. "Mechanical properties of rock joints." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Vol. 22. No. 5. Pergamon, 1985. [CrossRef] [Google Scholar]
Johnston, I. W., Lam, T. S. K., and Williams, A. F. "Constant normal stiffness direct shear testing for socketed pile design in weak rock." Geotechnique 37.1: 83-89 (1987). [CrossRef] [Google Scholar]
Seidel, J. P., and Haberfield, C. M. "A theoretical model for rock joints subjected to constant normal stiffness direct shear." International Journal of Rock Mechanics and Mining Sciences 39.5 (2002): 539-553. [CrossRef] [Google Scholar]
Ladanyi, B., and Archambault, G. "Simulation of shear behavior of a jointed rock mass." The 11th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association, 1969. [Google Scholar]
Barton, N., and Choubey, V. "The shear strength of rock joints in theory and practice." Rock mechanics 10.1-2 (1977): 1-54. [CrossRef] [Google Scholar]
Hutson, R. W., and Dowding, C. H. "Joint asperity degradation during cyclic shear." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Vol. 27. No. 2. Pergamon, 1990. [CrossRef] [Google Scholar]
Indraratna, B. "Effect of soil-infilled joints on the stability of rock wedges formed in a tunnel roof." International Journal of Rock Mechanics and Mining Sciences 47.5 (2010): 739-751. [CrossRef] [Google Scholar]
Tatone, B. SA, and Grasselli, G. "Characterization of the effect of normal load on the discontinuity morphology in direct shear specimens using X-ray micro-CT." Acta Geotechnica 10.1 (2015): 31-54. [CrossRef] [Google Scholar]
Seidel, J. P., Collingwood, B. "A new socket roughness factor for prediction of rock socket shaft resistance." Canadian Geotechnical Journal 38.1 (2001):138-153. [CrossRef] [Google Scholar]
Indraratna B, Welideniya H, Brown E. "A shear strength model for idealised infilled joints under constant normal stiffness." Géotechnique 2005; 55(3): 215-26. [CrossRef] [Google Scholar]
Nam, M. S., Vipulanandan S. "Roughness and unit side resistances of drilled shafts socketed in clay shale and limestone." Journal of geotechnical and geoenvironmental engineering 134.9 (2008): 1272-1279. [CrossRef] [Google Scholar]
Boulon, M. "A 3-d direct shear device for testing the mechanical behaviour and the hydraulic conductivity of rock joints." Proc. Mechanics of Jointed and Faulted Rock. 1995. [Google Scholar]
Boulon, M., C. Plytas, and P. Foray. "Comportement d’interface et prévision du frottement latéral le long des pieux et tirants d’ancrage." Revue française de géotechnique 35 (1986): 31-48. [CrossRef] [EDP Sciences] [Google Scholar]
Di Prisco, C. G., Muir Wood D. "Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads." Vol. 534. Springer Science & Business Media, 2012. [CrossRef] [Google Scholar]

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[1] Heuze, F. E. "Dilatant effects of rock joints." 4th ISRM Congress. International Society for Rock Mechanics and Rock Engineering, 1979. [Google Scholar]

[2] Leichnitz, W. "Mechanical properties of rock joints." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Vol. 22. No. 5. Pergamon, 1985. [CrossRef] [Google Scholar]

[3] Johnston, I. W., Lam, T. S. K., and Williams, A. F. "Constant normal stiffness direct shear testing for socketed pile design in weak rock." Geotechnique 37.1: 83-89 (1987). [CrossRef] [Google Scholar]

[4] Seidel, J. P., and Haberfield, C. M. "A theoretical model for rock joints subjected to constant normal stiffness direct shear." International Journal of Rock Mechanics and Mining Sciences 39.5 (2002): 539-553. [CrossRef] [Google Scholar]

[5] Ladanyi, B., and Archambault, G. "Simulation of shear behavior of a jointed rock mass." The 11th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association, 1969. [Google Scholar]

[6] Barton, N., and Choubey, V. "The shear strength of rock joints in theory and practice." Rock mechanics 10.1-2 (1977): 1-54. [CrossRef] [Google Scholar]

[7] Hutson, R. W., and Dowding, C. H. "Joint asperity degradation during cyclic shear." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Vol. 27. No. 2. Pergamon, 1990. [CrossRef] [Google Scholar]

[8] Indraratna, B. "Effect of soil-infilled joints on the stability of rock wedges formed in a tunnel roof." International Journal of Rock Mechanics and Mining Sciences 47.5 (2010): 739-751. [CrossRef] [Google Scholar]

[9] Tatone, B. SA, and Grasselli, G. "Characterization of the effect of normal load on the discontinuity morphology in direct shear specimens using X-ray micro-CT." Acta Geotechnica 10.1 (2015): 31-54. [CrossRef] [Google Scholar]

[10] Seidel, J. P., Collingwood, B. "A new socket roughness factor for prediction of rock socket shaft resistance." Canadian Geotechnical Journal 38.1 (2001):138-153. [CrossRef] [Google Scholar]

[11] Indraratna B, Welideniya H, Brown E. "A shear strength model for idealised infilled joints under constant normal stiffness." Géotechnique 2005; 55(3): 215-26. [CrossRef] [Google Scholar]

[12] Nam, M. S., Vipulanandan S. "Roughness and unit side resistances of drilled shafts socketed in clay shale and limestone." Journal of geotechnical and geoenvironmental engineering 134.9 (2008): 1272-1279. [CrossRef] [Google Scholar]

[13] Boulon, M. "A 3-d direct shear device for testing the mechanical behaviour and the hydraulic conductivity of rock joints." Proc. Mechanics of Jointed and Faulted Rock. 1995. [Google Scholar]

[14] Boulon, M., C. Plytas, and P. Foray. "Comportement d’interface et prévision du frottement latéral le long des pieux et tirants d’ancrage." Revue française de géotechnique 35 (1986): 31-48. [CrossRef] [EDP Sciences] [Google Scholar]

[15] Di Prisco, C. G., Muir Wood D. "Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads." Vol. 534. Springer Science & Business Media, 2012. [CrossRef] [Google Scholar]