Closure to “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
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Koutsoftas, D. C. (1981). “Undrained behavior of a marine clay.” Laboratory Shear Strength of Soil, Special Technical Publication No. 740, ASTM, 254–276.
Madhav, M. R., and Rao, K. K. (1969). “A study of consolidation characteristics of kaolinitic clay.” J. Soil Mech. and Found. Eng.SMAFBS, 8(3), 243–262.
Mitachi, T., and Kitago, S. (1979). “The influence of stress history and the stress system on the stress-strain-strength properties of saturated clay.” Soils Found.SOIFBE, 19(2), 45–61.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behaviour, Wiley, Hoboken, NJ.
Ranganatham, B. V. (1961). “Soil structure and consolidation characteristics of black cotton clay.” GeotechniqueGTNQA8, 11(4), 333–338.
Sachan, A., and Penumadu, D. (2007). “Effect of microfabric on shear behavior of kaolin clay.” J. Geotech. Geoenviron. Eng.JGGEFK, 133(3), 306–318.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138 • Issue 6 • June 2012
Pages: 771 - 772
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jan 31, 2012
Accepted: Feb 6, 2012
Published online: May 15, 2012
Published in print: Jun 1, 2012
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