Discussion of “Effect of Microfabric on Undrained Static and Cyclic Behavior of Kaolin Clay” by Rakesh J. Pillai, R. G. Robinson, and A. Boominathan
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6
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References
Anandarajah, A., and Zhao, D. (2000). “Triaxial behaviour of kaolinite in different pore fluids.” J. Geotech. Geoenviron. Eng.JGGEFK, 126(2), 148–156.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, Hoboken, NJ.
Sachan, A., and Penumadu, D. (2007). “Effect of microfabric on shear behavior of kaolin clay.” J. Geotech. Geoenviron. Eng.JGGEFK, 133(3), 306–318.
Sridharan, A., and Prakash, K. (1999). “Influence of clay mineralogy and pore medium chemistry on clay sediment formation.” Can. Geotech. J.CGJOAH, 36(5), 961–966.
Sridharan, A., and Venkatappa Rao, G. (1971). “Effective stress theory of shrinkage phenomena.” Can. Geotech. J.CGJOAH, 8(4), 503–513.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138 • Issue 6 • June 2012
Pages: 770 - 771
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Aug 25, 2011
Accepted: Aug 29, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Professor, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore-570 006, India (corresponding author). E-mail: [email protected]
Undergraduate Student, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore-570 006, India. E-mail: [email protected]
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