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Canadian Geotechnical Journal, Vol. 46, Iss. 4, 2009-04 ,pp. : 483-486

NRC Research Press

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On equivalent granular void ratio and steady state behaviour of loose sand with fines

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Equivalent granular void ratio for characterization of Singapore's Old Alluvium

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Discussion of "Effect of undrained creep on instability behaviour of loose sand"

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Reply to the discussion by A. Eliadorani and Y.P. Vaid on "Effect of undrained creep on instability behaviour of loose sand"

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