In this work, a mathematical model of generalized porothermoelasticity with one relaxation time for poroelastic half-space saturated with fluid will be constructed in the context of Youssef model (2007). We will obtain the general solution in the Laplace transform domain and apply it in a certain asphalt material which is thermally shocked on its bounding plane. The inversion of the Laplace transform will be obtained numerically and the numerical values of the temperature, stresses, strains and displacements will be illustrated graphically for the solid and the liquid
Abstract The thermo-hydro-mechanical problems associated with a poroelastic half-space soil medium w...
The paper utilizes the classical integral transform techniques to develop the systems of Fredholm in...
Temperature-seepage-stress coupling exists in asphalt pavement and directly affects force and failur...
In this work, a mathematical model of generalized porothermoelasticity with one relaxation time for ...
AbstractIn the work, a two-dimensional problem of a porous material is considered within the context...
In this work, a new model for porothermoelastic waves under a fractional time derivative and two tim...
In the present thesis we study and compare different viscoelastic rate-type fluid models capable of ...
To study the dynamic response of saturated asphalt pavement under moving load and temperature load, ...
In this paper, a three-dimensional model of the generalized thermoelasticity with one relaxation tim...
Abstract In this work we consider a problem in the context of the generalized theory of thermoelasti...
A thermomechanical model of a porous material is presented. The constitutive model is based on the G...
AbstractBy using the principle of virtual work, the finite element equations corresponding to the ge...
The problem of a semi-infinite medium subjected to thermal shock on its plane boundary is solved usi...
AbstractIn this paper, we will consider a half-space filled with an elastic material, which has cons...
The problem of loading on a one-dimensional partially saturated poroelastic rod is considered. A mat...
Abstract The thermo-hydro-mechanical problems associated with a poroelastic half-space soil medium w...
The paper utilizes the classical integral transform techniques to develop the systems of Fredholm in...
Temperature-seepage-stress coupling exists in asphalt pavement and directly affects force and failur...
In this work, a mathematical model of generalized porothermoelasticity with one relaxation time for ...
AbstractIn the work, a two-dimensional problem of a porous material is considered within the context...
In this work, a new model for porothermoelastic waves under a fractional time derivative and two tim...
In the present thesis we study and compare different viscoelastic rate-type fluid models capable of ...
To study the dynamic response of saturated asphalt pavement under moving load and temperature load, ...
In this paper, a three-dimensional model of the generalized thermoelasticity with one relaxation tim...
Abstract In this work we consider a problem in the context of the generalized theory of thermoelasti...
A thermomechanical model of a porous material is presented. The constitutive model is based on the G...
AbstractBy using the principle of virtual work, the finite element equations corresponding to the ge...
The problem of a semi-infinite medium subjected to thermal shock on its plane boundary is solved usi...
AbstractIn this paper, we will consider a half-space filled with an elastic material, which has cons...
The problem of loading on a one-dimensional partially saturated poroelastic rod is considered. A mat...
Abstract The thermo-hydro-mechanical problems associated with a poroelastic half-space soil medium w...
The paper utilizes the classical integral transform techniques to develop the systems of Fredholm in...
Temperature-seepage-stress coupling exists in asphalt pavement and directly affects force and failur...