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This document presents correlations between shear wave velocity (Vs) and geotechnical parameters in Norwegian clays based on a database established by the authors. The database contains in situ Vs measurements and standard soil properties for Norwegian clays from 29 sites. Empirical correlations were developed between Vs and properties like cone penetration parameters, undrained shear strength, and compression parameters. The authors recommend empirical functions based on cone data to estimate in situ Vs of

Author
hadi
Language
EN

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