Add to ORKGBy employing a combination of ice pressure, liquid pressure and total stress as state variables, a new thermoplastic constitutive model has been developed that encompasses frozen and unfrozen behaviour within a unified effective-stress-based framework. It has been incorporated into a fully coupled thermo-hydro-mechanical (THM) finite element formulation that considers freezing and thawing in water-saturated soils and applied to a large-scale pipeline frost heave test.Peer Reviewe
The replication of the behaviour of frozen soils has been studied for decades. Many attempts have be...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
To model the elastoplastic behaviors of frozen soils, a binary-medium-based constitutive model is de...
By employing a combination of ice pressure, liquid pressure and total stress as state variables, a n...
<p>Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen ...
Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen soi...
Interest in permafrost, or seasonally frozen ground, has been increasing over the last decades. Near...
A fully coupled thermo-hydro-mechanical (THM) finite element (FE) formulation is presented that cons...
Recently, a constitutive model has been developed describing the mechanical behaviour of frozen soil...
Fully coupled Thermo-Hydro-Mechanical (THM) modeling has been widely studied in various areas of ge...
In this paper a two stress-state variables model with solid phase stress and cryogenic suction is in...
This paper presents a thermohydromechanical framework to model frost heave and (thaw) consolidation ...
From the material science point of view, saturated frozen soil is a natural particulate composite, c...
A stabilized thermo-hydro-mechanical (THM) finite element model is introduced to investigate the fre...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
The replication of the behaviour of frozen soils has been studied for decades. Many attempts have be...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
To model the elastoplastic behaviors of frozen soils, a binary-medium-based constitutive model is de...
By employing a combination of ice pressure, liquid pressure and total stress as state variables, a n...
<p>Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen ...
Recently, a constitutive model has been developed to describe the mechanical behaviour of frozen soi...
Interest in permafrost, or seasonally frozen ground, has been increasing over the last decades. Near...
A fully coupled thermo-hydro-mechanical (THM) finite element (FE) formulation is presented that cons...
Recently, a constitutive model has been developed describing the mechanical behaviour of frozen soil...
Fully coupled Thermo-Hydro-Mechanical (THM) modeling has been widely studied in various areas of ge...
In this paper a two stress-state variables model with solid phase stress and cryogenic suction is in...
This paper presents a thermohydromechanical framework to model frost heave and (thaw) consolidation ...
From the material science point of view, saturated frozen soil is a natural particulate composite, c...
A stabilized thermo-hydro-mechanical (THM) finite element model is introduced to investigate the fre...
This paper investigates the thermo-hydro-mechanical (THM) behaviour of soils subjected to seasonal t...
The replication of the behaviour of frozen soils has been studied for decades. Many attempts have be...
This thesis presents an investigation of the thermo / hydro / mechanical behaviour of saturated soil...
To model the elastoplastic behaviors of frozen soils, a binary-medium-based constitutive model is de...