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- W204392500 abstract "The paper concerns identification of parameters and verification in preconsolidation state of single-surface elasto-plastic model of clay with isotropic hardening law by means of simple tests in triaxial apparatus. Estimation of parameters C and responsible for strong nonlinearity within small strain range was performed by the optimization process. In the case of experimental verification the stress paths differed from the ones used in calibration. Initial verification proved that the model Nahos 1 is able for providing the response of soil for different load paths and has the ability to describe small strain deformations. MOTS-CLES: zone de preconsolidation, parametres, calibration, validation, procede d’optimalisation, forte non-linearite en petites deformations." @default.
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- W204392500 date "2005-01-01" @default.
- W204392500 modified "2023-09-28" @default.
- W204392500 title "Identification parametrique et validation d'un modele d'argile preconsolidee elasto-plastique anisotrope non lineaire" @default.
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