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Discussion of 'Effect of Microfabric on Undrained Static and Cyclic Behavior of Kaolin Clay' by Rakesh J. Pillai, R. G. Robinson, and A. Boominathan.

Authors :
Prakash, K.
Sheshashayana, M.
Source :
Journal of Geotechnical & Geoenvironmental Engineering. Jun2012, Vol. 138 Issue 6, p770-771. 2p.
Publication Year :
2012

Abstract

The article presents comment on the study that determines the effect of microfabric on undrained static and cyclic behavior of kaolin clay. It recognizes the method used by the authors in using different techniques to identify the microfabric of clays, which also require enough experience to accurately interpret results. It also commends the authors for successfully demonstrating that soil with flocculent fabric exhibits higher shrinkage limit than those with dispersed limit.

Details

Language :
English
ISSN :
10900241
Volume :
138
Issue :
6
Database :
Academic Search Index
Journal :
Journal of Geotechnical & Geoenvironmental Engineering
Publication Type :
Academic Journal
Accession number :
76374155
Full Text :
https://doi.org/10.1061/(ASCE)GT.1943-5606.0000627