Discussion on: “Undrained monotonic response of sand–silt mixtures: effect of nonplastic fines” by Dash, H.K. and Sitharam, T.G. in Geomechanics and Geoengineering: An International Journal, 6(1), 47–58

Md. Mizanur Rahman School of Natural and Built Environments, University of South Australia, Mawson Lakes, SA, AustraliaCorrespondence[email protected]

S.R. Lo University of New South Wales, ADFA Campus, Canberra, Australia

M.A.L. Baki University of New South Wales, ADFA Campus, Canberra, Australia

References

Hazirbaba , K. 2005 . Pore water pressure generation characteristics of sands and silty sands , Austin : Thesis (PhD), University of Texas .
Google Scholar
Rahman , M.M. and Lo , S.R. 2008 . The prediction of equivalent granular steady state line of loose sand with fines . Geomechanics and Geoengineering , 3 ( 3 ) : 179 – 190 . doi: 10.1080/17486020802206867
Google Scholar
Rahman , M.M. and Lo , S.R. 2011 . “ Instability behaviour of sandy soils ” . In Geo-Frontiers 2011: Advances in Geotechnical Engineering , 3587 – 3597 . GSP 211, ASCE . doi: 10.1061/41165(397)367
Google Scholar
Rahman , M.M. , Lo , S.R. and Gnanendran , C.T. 2008 . On equivalent granular void ratio and steady state behaviour of loose sand with fines . Canadian Geotechnical Journal , 45 ( 10 ) : 1439 – 1455 . doi: 10.1139/T08-064
Web of Science ®Google Scholar
Rahman , M.M. , Lo , S.R. and Gnanendran , C.T. 2009 . Reply to discussion by Wanatowski, D. and Chu, J. on - On equivalent granular void ratio and steady state behaviour of loose sand with fines . Canadian Geotechnical Journal , 46 ( 4 ) : 483 – 486 . doi: 10.1139/T09-025
Web of Science ®Google Scholar
Thevanayagam , S. , Shenthan , T. , Mohan , S. and Liang , J. 2002 . Undrained fragility of clean sands, silty sands, and sandy silts . Journal of Geotechnical and Geoenvironmental Engineering , 128 ( 10 ) : 849 – 859 .
Web of Science ®Google Scholar

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Discussion on: “Undrained monotonic response of sand–silt mixtures: effect of nonplastic fines” by Dash, H.K. and Sitharam, T.G. in Geomechanics and Geoengineering: An International Journal, 6(1), 47–58

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Discussion on: “Undrained monotonic response of sand–silt mixtures: effect of nonplastic fines” by Dash, H.K. and Sitharam, T.G. in Geomechanics and Geoengineering: An International Journal, 6(1), 47–58

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