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This document summarizes a study correlating the drained shear strength and plasticity index of undisturbed overconsolidated clays. The study analyzed results from triaxial compression tests on a range of Danish clays, from low to extremely high plasticity. The tests confirmed a relationship between drained peak shear strength angle and plasticity index, though with significant scatter. Based on these results and other published data, the study proposes a conservative correlation for estimating the drained

Author

argon39

Language

EN