Add to ORKGThis paper presents a general framework for the computational analysis of geo-environmental engineering problems analysed as multi-physics coupled problems. To this end, the ACMEG-Ts thermo-elasto-plastic constitutive model for unsaturated soils has been implemented in the finite element code COMES-GEO. Validation of the implementation of the constitutive model is made by selected comparison between model simulation and experimental results for different combinations of thermo-hydro-mechanical loading paths. Application to the modelling of the hydro-thermo-mechanical behaviour of a deep nuclear waste disposal in a geological clay formation is also shown
Soil is a particulate material that may undergo irreversible strain as the relative positions of the...
Aim of this work is the implementation and the numerical validation of advanced constitutive models ...
This paper presents a formulation for the computational analysis of thermo-elasto-plastic multiphase...
The aim of this paper is numerical analysis of the coupled hydro-thermo-mechanical (HTM) behavior of...
This abstract presents a coupled hydro-thermo-mechanical analysis of a deep radioactive waste dispos...
The purpose of this paper is to present a new finite element formulation for the hydro-thermo-mechan...
The purpose of this paper is to present a new nite element formulation for the hydro-thermo-mechani...
Aim of this work is the coupled hydro-thermo-mechanical analysis of a deep radioactive waste disposa...
This paper presents a highly-coupled thermo-plasticity model for unsaturated soils. The effect of te...
In this work, the general ACMEG-TS thermo-elasto-plastic constitutive model for saturat-ed/unsaturat...
The purpose of this poster is to present a new finite element formulation for the hydro-thermo-mecha...
This paper describes a thermo-hydro-mechanical framework suitable for modelling the behaviour of uns...
The aim of this paper is numerical analysis of the thermal consolidation processes in the framework ...
In this paper, a finite element method (FEM)-based multi-phase problem based on a newly proposed the...
peer reviewedThis paper presents a highly-coupled thermo-plasticity model for unsaturated soils. The...
Soil is a particulate material that may undergo irreversible strain as the relative positions of the...
Aim of this work is the implementation and the numerical validation of advanced constitutive models ...
This paper presents a formulation for the computational analysis of thermo-elasto-plastic multiphase...
The aim of this paper is numerical analysis of the coupled hydro-thermo-mechanical (HTM) behavior of...
This abstract presents a coupled hydro-thermo-mechanical analysis of a deep radioactive waste dispos...
The purpose of this paper is to present a new finite element formulation for the hydro-thermo-mechan...
The purpose of this paper is to present a new nite element formulation for the hydro-thermo-mechani...
Aim of this work is the coupled hydro-thermo-mechanical analysis of a deep radioactive waste disposa...
This paper presents a highly-coupled thermo-plasticity model for unsaturated soils. The effect of te...
In this work, the general ACMEG-TS thermo-elasto-plastic constitutive model for saturat-ed/unsaturat...
The purpose of this poster is to present a new finite element formulation for the hydro-thermo-mecha...
This paper describes a thermo-hydro-mechanical framework suitable for modelling the behaviour of uns...
The aim of this paper is numerical analysis of the thermal consolidation processes in the framework ...
In this paper, a finite element method (FEM)-based multi-phase problem based on a newly proposed the...
peer reviewedThis paper presents a highly-coupled thermo-plasticity model for unsaturated soils. The...
Soil is a particulate material that may undergo irreversible strain as the relative positions of the...
Aim of this work is the implementation and the numerical validation of advanced constitutive models ...
This paper presents a formulation for the computational analysis of thermo-elasto-plastic multiphase...