Influence of gravel density in the behaviour of soft soils improved with stone columns

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Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 1968-1980

NRC Research Press

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

By Chen R. P.   Chen Y. M.   Han J.   Xu Z. Z.  

Canadian Geotechnical Journal, Vol. 45, Iss. 5, 2008-05 ,pp. : 611-623

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Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curve

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Canadian Geotechnical Journal, Vol. 48, Iss. 12, 2011-12 ,pp. : 1886-1900

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Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model

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Predicting the unsaturated hydraulic conductivity of granular soils from basic geotechnical properties using the modified Kovács (MK) model and statistical models

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