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Suction pressure, yield strength and effective stress of partially saturated unbound granular pavement layers

Author: Theyse, HL Date: Sep 2006 The predominant mode of distress for unbound pavement layers is the permanent deformation of the layer either through gradual deformation or rapid shear failure of the layer. Several researchers have related both these forms of permanent ... Read more

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Browsing by Subject "Partially saturated"

Browsing by Subject "Partially saturated"

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