(Received 7 January 2014; accepted 12 February 2014)
Published Online: 2014
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The present discussion tries to bring out the importance of clay mineralogical composition of fine-grained soils on their liquid limit behaviour. It reinforces the author's observation that the undrained shear strengths at liquid limit water content and at plastic limit water content are not unique.
Professor and Head, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore,
Formerly Professor of Civil Engineering, Indian Institute of Science, Bengaluru,
Stock #: GTJ20140008