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This document summarizes a study that used shear wave velocity (Vs) measurements to evaluate the in-situ state of three different cohesionless soils. Vs was measured during consolidation and at ultimate steady state in triaxial tests on soil samples. Relationships were developed between void ratio, mean effective stress, and Vs. The results were analyzed using critical state soil mechanics. An equation was developed to estimate in-situ consolidation state from field Vs measurements using the state parameter

Author

safacevik

Language

EN