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Jan 23, 2020

Discussion of “Numerical Simulation of the Shear Behavior of Rock Joints Filled with Unsaturated Soil” by Libin Gong, Jan Nemcik, and Ting Ren

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Publication: International Journal of Geomechanics
Volume 20, Issue 4

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References

Gallipoli, D., S. J. Wheeler, and M. Karstunen. 2003. “Modelling the variation of the degree of saturation in a deformable unsaturated soil.” Géotechnique 53 (1): 105–112. https://doi.org/10.1680/geot.2003.53.1.105.
Gong, L., A. Heitor, and B. Indraratna. 2018. “An approach to measure infill matric suction of irregular infilled rock joints under constant normal stiffness shearing.” J. Rock Mech. Geotech. Eng. 10 (4): 653–660. https://doi.org/10.1016/j.jrmge.2018.02.006.
Indraratna, B., W. Premadasa, and E. T. Brown. 2013. “Shear behaviour of rock joints with unsaturated infill.” Géotechnique 63 (15): 1356–1360. https://doi.org/10.1680/geot.12.P.065.
Indraratna, B., W. Premadasa, E. T. Brown, A. Gens, and A. Heitor. 2014. “Shear strength of rock joints influenced by compacted infill.” Int. J. Rock Mech. Min. Sci. 70 (Sep): 296–307. https://doi.org/10.1016/j.ijrmms.2014.04.019.
Mylvaganam, J. 2007. “Shear behaviour of normally consolidated and over-consolidated infilled rock joints under undrained triaxial conditions.” Ph.D. thesis, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong.
Oliveira, D. 2009. “An advancement in analytical modelling of soil-infilled rock joints and their practical applications.” Ph.D. thesis, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong.
Premadasa, W. N. 2013. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” Ph.D. thesis, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong.
Thirukumaran, S. 2014. “Shear strength of degradable rock joints.” Ph.D. thesis, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong.
Vanapalli, S. K., D. G. Fredlund, D. E. Pufahl, and A. W. Clifton. 1996. “Model for the prediction of shear strength with respect to soil suction.” Can. Geotech. J. 33 (3): 379–392. https://doi.org/10.1139/t96-060.
van Genuchten, M. T. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Welideniya, H. S. 2005. “Laboratory evaluation and modelling of shear strength of infilled joints under constant normal stiffness (CNS) conditions.” Ph.D. thesis, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 4April 2020

History

Received: Nov 30, 2018
Accepted: Mar 20, 2019
Published online: Jan 23, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 23, 2020

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Wuditha Premadasa, Ph.D.
Geotechnical Engineer, Snowy Mountains Engineering Corporation Australia Pty Ltd., Level 6, St Pauls Terrace, Fortitude Valley, QLD 4006, Australia.
Buddhima Indraratna, Ph.D., F.ASCE [email protected]
Distinguished Professor of Civil Engineering, Faculty of Engineering, Director, Centre for Geomechanics and Railway Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author). Email: [email protected]

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