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Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures
Environmental Earth Sciences
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10.1007/s12665-013-2289-z
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2013
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Vol 70
(6)
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pp. 2469-2479
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Cited By ~ 47
Author(s):
Mostefa Belkhatir
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Tom Schanz
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Ahmed Arab
Keyword(s):
Shear Strength
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Hydraulic Conductivity
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Void Ratio
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Undrained Shear Strength
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Saturated Hydraulic Conductivity
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Fines Content
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Undrained Shear
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