This paper presents a three-dimensional constitutive model for natural clay that includes creep, anisotropy and structure, as well as a theoretical means to estimate the range for anisotropy- and structure-related parameters, as needed for parameter optimisation. Creep-SCLAY1S is an extension of the Creep-SCLAY1 model proposed by Sivasithamparam et al. (Comput Geotech 69:46–57, 2015) which includes the effects of bonding and destructuration. The model needs 14 model parameters, of which five are similar to those used in the modified Cam–Clay model. A method is developed to quantify the range for the three parameters related to structure and anisotropy that cannot be derived directly from experimental data. The theoretically derived range co...
Natural clays exhibit a significant degree of anisotropy in their fabric, which initially is derived...
The paper aims to investigate modelling the strain-rate-dependency of natural soft clays combined wi...
Clays are complex natural materials and their behavior is affected by many factors, including the na...
This paper presents a three-dimensional constitutive model for natural clay that includes creep, ani...
This paper presents a three-dimensional constitutive model for natural clay that includes creep, ani...
AbstractThis paper presents a three dimensional constitutive model that describes the creep behaviou...
This paper presents a three dimensional constitutive model that describes the creep behaviour of nat...
stress-strain response of soft natural clays is characterised by anisotropy, destructuration and rat...
The term, natural soft clay, is commonly used to describe a normal or slightly overconsolidated clay...
A simple constitutive model for structured clays is presented. The model is based on an existing con...
Stiffness of soils in the small strain region is high and it decays nonlinearly with increasing shea...
This paper presents a comparison of two anisotropic creep models, ACM and Creep-SCLAY1,which differ ...
It is well known that soft clays are geo-materials with properties such as fabric, bonding and rate-...
-A new constitutive model for soft structured clays is developed based on an existing model called S...
In this paper an anisotropic creep model including structure is implemented in COMSOL v.5.2 and is v...
Natural clays exhibit a significant degree of anisotropy in their fabric, which initially is derived...
The paper aims to investigate modelling the strain-rate-dependency of natural soft clays combined wi...
Clays are complex natural materials and their behavior is affected by many factors, including the na...
This paper presents a three-dimensional constitutive model for natural clay that includes creep, ani...
This paper presents a three-dimensional constitutive model for natural clay that includes creep, ani...
AbstractThis paper presents a three dimensional constitutive model that describes the creep behaviou...
This paper presents a three dimensional constitutive model that describes the creep behaviour of nat...
stress-strain response of soft natural clays is characterised by anisotropy, destructuration and rat...
The term, natural soft clay, is commonly used to describe a normal or slightly overconsolidated clay...
A simple constitutive model for structured clays is presented. The model is based on an existing con...
Stiffness of soils in the small strain region is high and it decays nonlinearly with increasing shea...
This paper presents a comparison of two anisotropic creep models, ACM and Creep-SCLAY1,which differ ...
It is well known that soft clays are geo-materials with properties such as fabric, bonding and rate-...
-A new constitutive model for soft structured clays is developed based on an existing model called S...
In this paper an anisotropic creep model including structure is implemented in COMSOL v.5.2 and is v...
Natural clays exhibit a significant degree of anisotropy in their fabric, which initially is derived...
The paper aims to investigate modelling the strain-rate-dependency of natural soft clays combined wi...
Clays are complex natural materials and their behavior is affected by many factors, including the na...