Dilatancy characteristics of normally consolidated cohesive soils.

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  • Dilatancy characteristics of normally consolidated cohesive soil

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Coefficient of dilatancy of clays is shown to be linearly related to their plasticity index. Undrained test results on twelve soils comprising natural reconstituted clays and clay-sand mixtures form the basis of the proposed correlation. Different correlation is obtained with variation in either consolidation history and stress path during undrained shear.

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