Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter
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DOI: 10.1007/s11440-019-00770-5
Abstract: The influence of non-plastic fines on undrained monotonic behaviour of sand was investigated over a wide range of fines content (FC = 0–40%), global void ratio and initial mean effective stress ( $$ p_{0}^{\prime } $$ p… read more here.
Keywords: state; plastic fines; equivalent granular; fines content ... See more keywords