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• W4377090541 abstract "This paper presents the derivation of closed-form expressions for the interpretation of piezocone tests in clay on the basis of an undrained cavity expansion solution. The cavity expansion solution employs the modified Unified Hardening model to describe the undrained behaviour of normally- and over-consolidated clays upon shearing. The derived expressions correlate the measured tip resistance and pore pressure with the undrained shear strength and the over-consolidation ratio, using a cone factor that, unlike empirical formulas, is calculated directly from the constitutive model parameters and the cone geometry. The cavity expansion solution is validated via comparison of its results against published studies, and accordingly the accuracy of the proposed expressions is benchmarked against field data. We show that, despite the simplifications introduced in the derivation, the calibrated expressions are capable of reproducing the field data with reasonable accuracy." @default.
• W4377090541 created "2023-05-20" @default.
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• W4377090541 date "2023-08-01" @default.
• W4377090541 modified "2023-09-30" @default.
• W4377090541 title "Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution" @default.
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• W4377090541 doi "https://doi.org/10.1016/j.compgeo.2023.105521" @default.
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