A unified CPT–SPT correlation for non-crushable and crushable cohesionless soils

(in lingua inglese)

In this study, a proposed unified approach, correlating CPT and SPT readings for both crushable/calcareous and non crushable/siliceous sands, is presented. The presented approach incorporates quantifying the soil compressibility related to CPT in terms of the behavior index (Ic), and the compressibility related to SPT in terms of the mean diameter (D50). The correlation is calibrated using data encompassing both siliceous and calcareous soils.

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Articolo Ain Shams Engineering Journal, 2013


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