Add to ORKGAn elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The model is based on the Modified Cam-Clay model, but includes an additional yield surface to model failure of overconsolidated samples on a Hvorslev surface. The model is used to predict the behaviour of a kaolinite in a number of repeated loading tests, based on the results of monotonic triaxial compression and extension tests. Special account is taken in the model of the possibility of the clay being unsaturated
The performance of a new constitutive model called 'kinematic hardening modified Cam clay' (KHMCC) i...
A simple constitutive model for structured clays is presented. The model is based on an existing con...
A predictive constitutive model referred to as Cemented Cam Clay (CCC) model developed by the author...
An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The mode...
International audienceThe critical state concept has been widely used in soil mechanics. The purpose...
Consolidated undrained triaxial compression test results of Kaolin Clay were used to determine the c...
This report presents a strain-rate dependent plastic constitutive model for clays. Based on the conc...
A constitutive model is proposed for clays based on the experimental observations from a series of f...
Advanced constitutive models incorporate void ratio as a state variable. Advantage of these models i...
This thesis presents a strain-rate dependent two-surface plasticity constitutive model for clays bas...
An elastoplastic constitutive model for overconsolidated clays is established in the framework of th...
The paper presents a critical state bounding surface constitutive model for describing the behaviour...
This paper presents a new constitutive model for clays. The model is developed on the basis of gener...
A simple micromechanical model is used to derive the shapes of yield surfaces for clays. The simples...
© ASCE. Soft clay treated with cement shows an improvement on strength due to the chemical interacti...
The performance of a new constitutive model called 'kinematic hardening modified Cam clay' (KHMCC) i...
A simple constitutive model for structured clays is presented. The model is based on an existing con...
A predictive constitutive model referred to as Cemented Cam Clay (CCC) model developed by the author...
An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The mode...
International audienceThe critical state concept has been widely used in soil mechanics. The purpose...
Consolidated undrained triaxial compression test results of Kaolin Clay were used to determine the c...
This report presents a strain-rate dependent plastic constitutive model for clays. Based on the conc...
A constitutive model is proposed for clays based on the experimental observations from a series of f...
Advanced constitutive models incorporate void ratio as a state variable. Advantage of these models i...
This thesis presents a strain-rate dependent two-surface plasticity constitutive model for clays bas...
An elastoplastic constitutive model for overconsolidated clays is established in the framework of th...
The paper presents a critical state bounding surface constitutive model for describing the behaviour...
This paper presents a new constitutive model for clays. The model is developed on the basis of gener...
A simple micromechanical model is used to derive the shapes of yield surfaces for clays. The simples...
© ASCE. Soft clay treated with cement shows an improvement on strength due to the chemical interacti...
The performance of a new constitutive model called 'kinematic hardening modified Cam clay' (KHMCC) i...
A simple constitutive model for structured clays is presented. The model is based on an existing con...
A predictive constitutive model referred to as Cemented Cam Clay (CCC) model developed by the author...