Discussion of “Plastic Limit, Liquid Limit, and Undrained Shear Strength of Soil—Reappraisal” by Binu Sharma and Padma K. Bora
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VIEW THE ORIGINAL ARTICLEAuthor: K. PrakashAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 3
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References
Houlby, G. T. (1982). “Theoretical analysis of the fall cone test.” Geotechnique, 32(2), 111–118.
Houlsby, G. T. (1983). “Discussion.” Geotechnique, 33(4), p. 463.
Sridharan, A., and Prakash, K. (1998). “Characteristic water contents of a fine-grained soil-water system.” Geotechnique, 48(3), 337–346.
Sridharan, A., and Prakash, K. (1999). “Mechanisms controlling the undrained shear strength behaviour of clays.” Can. Geotech. J., 36, 1030–1038.
Sridharan, A., and Prakash, K. (2000). “Percussion and cone methods of determining the liquid limit of soils: Controlling mechanisms.” Geotech. Test. J., 23(2), 236–244.
Wasti, Y., and Bezirci, M. H. (1986). “Determination of consistency limits of soils by the fall cone test.” Can. Geotech. J., 23(2), 241–246.
White, I. L. (1982). “Soil plasticity and strength—A new approach using extrusion.” Ground Eng., 15(1), 16–24.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 3 • March 2005
Pages: 402
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© 2005 ASCE.
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Published online: Mar 1, 2005
Published in print: Mar 2005
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Note. Associate Editor:
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K. Prakash
Assistant Professor, Dept. of Civil Engineering, S.J. College of Engineering, Mysore 570 006, India.
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