In this work the anisotropic model for clays SANICLAY proposed by Dafalias and Taiebat (2013) is reformulated within the framework of hyper-elastoplasticity. The model, called SANICLAY-T, is fully defined by two scalar potential functions, the free energy and the rate of dissipation. It is first presented in the triaxial space and then generalised in the multiaxial one. The model reproduces exactly the original one for the case of associate flow rule, while leads to a different outcome for non-associated flow. When compared to existing hyperplastic models accounting for rotational hardening, the proposed one proves to be more versatile, as characterised by less restrictive constraints on the hardening and asymptotic behaviour of the soil. T...
A constitutive model based on rate-independent elastoplasticity concepts is developed to simulate th...
Over the last 30 years there has been considerable interest in the extension of the modifed Cam Clay...
An anisotropic elastoplastic model for soft clays is presented. Experimental data from multistage dr...
SANICLAY is a new simple anisotropic clay plasticity model that builds on a modification of an earli...
In many solids, like soils and rocks, the elastic behaviour exhibited for very small stress/strain p...
In this paper, an adaptive anisotropic constitutive model, namely AA1‐CLAY, is developed for clays b...
Natural soft clay exhibits a considerable degree of anisotropy as a result of its past sedimentation...
In this paper, a multi-surface anisotropic constitutive model is proposed for clayey soils, based on...
Clays are complex natural materials and their behavior is affected by many factors, including the na...
This paper focuses on constitutive and numerical modeling of strain-rate dependency in natural clays...
The aim of the paper is to extend the experimental validation of the S-CLAY1 model, which is a recen...
-A new constitutive model for soft structured clays is developed based on an existing model called S...
In this paper, an anisotropic non-associative constitutive model, based on the well-established crit...
This paper presents the theoretical development and methodological motivation of a single surface an...
AbstractThis paper investigates the computational performance of S-CLAY1S constitutive model by vary...
A constitutive model based on rate-independent elastoplasticity concepts is developed to simulate th...
Over the last 30 years there has been considerable interest in the extension of the modifed Cam Clay...
An anisotropic elastoplastic model for soft clays is presented. Experimental data from multistage dr...
SANICLAY is a new simple anisotropic clay plasticity model that builds on a modification of an earli...
In many solids, like soils and rocks, the elastic behaviour exhibited for very small stress/strain p...
In this paper, an adaptive anisotropic constitutive model, namely AA1‐CLAY, is developed for clays b...
Natural soft clay exhibits a considerable degree of anisotropy as a result of its past sedimentation...
In this paper, a multi-surface anisotropic constitutive model is proposed for clayey soils, based on...
Clays are complex natural materials and their behavior is affected by many factors, including the na...
This paper focuses on constitutive and numerical modeling of strain-rate dependency in natural clays...
The aim of the paper is to extend the experimental validation of the S-CLAY1 model, which is a recen...
-A new constitutive model for soft structured clays is developed based on an existing model called S...
In this paper, an anisotropic non-associative constitutive model, based on the well-established crit...
This paper presents the theoretical development and methodological motivation of a single surface an...
AbstractThis paper investigates the computational performance of S-CLAY1S constitutive model by vary...
A constitutive model based on rate-independent elastoplasticity concepts is developed to simulate th...
Over the last 30 years there has been considerable interest in the extension of the modifed Cam Clay...
An anisotropic elastoplastic model for soft clays is presented. Experimental data from multistage dr...