This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soils with cryogenic suction effects. The flow relationships accommodate a number of mechanisms: i) heat transfer by conduction, convection, and latent heat transfer and ii) moisture transfer in the liquid phase due to pressure head, elevation head, and thermal gradients. The mechanical behaviour of the soil is modelled by an elasto-plastic work hardening modified Cam- Clay constitutive model. A numerical solution for the theoretical formulation is presented. Standard finite element methods are used for spatial discretisation and finite difference methods are used for temporal discretisation. Verification of the model is achieved by means of prog...
Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen soi...
<p>Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen ...
Frost heaving is a major cause of damage to infrastructures structures in cold regions. While signif...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
A fully coupled thermo-hydro-mechanical (THM) finite element (FE) formulation is presented that cons...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
The purpose of this study is to develop numerical models and tools to simulate the processes of free...
Interest in permafrost, or seasonally frozen ground, has been increasing over the last decades. Near...
The replication of the behaviour of frozen soils has been studied for decades. Many attempts have be...
In recent studies, vapour transfer is reported to lead to remarkable frost heave in unsaturated soil...
The mechanical properties of frozen soils are described in terms of creep, relaxation and strength. ...
Copyright © 2021 The Author(s). Frost heaving in clayey soils with a low coefficient of permeabilit...
An initial review of the various theories of frost heave indicated that Miller's theory of secondary...
Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen soi...
<p>Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen ...
Frost heaving is a major cause of damage to infrastructures structures in cold regions. While signif...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
A fully coupled thermo-hydro-mechanical (THM) finite element (FE) formulation is presented that cons...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
The purpose of this study is to develop numerical models and tools to simulate the processes of free...
Interest in permafrost, or seasonally frozen ground, has been increasing over the last decades. Near...
The replication of the behaviour of frozen soils has been studied for decades. Many attempts have be...
In recent studies, vapour transfer is reported to lead to remarkable frost heave in unsaturated soil...
The mechanical properties of frozen soils are described in terms of creep, relaxation and strength. ...
Copyright © 2021 The Author(s). Frost heaving in clayey soils with a low coefficient of permeabilit...
An initial review of the various theories of frost heave indicated that Miller's theory of secondary...
Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen soi...
<p>Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen ...
Frost heaving is a major cause of damage to infrastructures structures in cold regions. While signif...