porous elastic medium subjected to time harmonic loads (normal force and thermal source)
generalised thermoelastic theory
Biot's dynamic poroelastic theory
The material of the foundation is idealised as a uniform, fully saturated poroelastic half-space stratum
coupled governing equations
Fourier transform
coupled thermo- hydro-mechanical dynamic model
hydro-mechanical dynamic model
thermo-elastic dynamic model
development
the dynamic equilibrium equation of motion of thermo-hydro- mechanical coupling in the absence of body forces
he equation of heat conduction for porous elastic soil with generalised thermo- elasticity with one relaxation time
the mass conservation equation of water
The constitutive relations considering the effect of temperature
Fourier transform with respect to the x coor- dinate
in short, we don't read this part very carefully.
in this paper, they transformed x varible into beta varible, how come this would simplify the equations and finally reach an answer?
further more, I still don't quite understand the nature of this transformation, how exactly does it work?
I am not so familiar with the theory of generalised thermoelasticity,i think i still need to read the original papers, and when i get a further understanding, i will certainly write them down here.