Reply to the discussion by G. Qu on “Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils”

By Laloui L.   Leroueil S.   Chalindar S.  

Canadian Geotechnical Journal, Vol. 46, Iss. 9, 2009-09 ,pp. : 1102-1102

NRC Research Press

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Discussion of “Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils”

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Canadian Geotechnical Journal, Vol. 46, Iss. 9, 2009-09 ,pp. : 1100-1101

NRC Research Press

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Discussion of "Vacuum and surcharge combined one-dimensional consolidation of clay soils"

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Canadian Geotechnical Journal, Vol. 41, Iss. 4, 2004-08 ,pp. : 769-770

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A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression

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Reply to the discussion by G.H. Lei and J.Y. Shi on "Vacuum and surcharge combined one-dimensional consolidation of clay soils"

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Canadian Geotechnical Journal, Vol. 41, Iss. 4, 2004-08 ,pp. : 771-771

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