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Many previous authors have proposed empirical methods for the evaluation of undrained shear strength S  u  of soft to stiff saturated cohesive soils from CPT cone resistance q  c  data. Published works are rare on this topic for the cases of unsaturated and overconsolidated clays and therefore further studies are needed to study the S  u  versus q  c  relationship for such soils. This paper investigates the q  c –S  u  correlation for Sudanese fine grained soils taking into account the soil type, moisture condition and stress history effects.

Estimation of undrained shear strength of fine grained soils from cone penetration resistance