AbstractIn this paper, an analytical solution for the dynamic response of a half-space porous medium subjected to a moving point load is derived. In the model, the displacements of the solid skeleton and the pore pressure are expressed in terms of two scalar potentials and one vectorial potential. Based on Biot’s theory, the frequency domain Holmholtz equations for the potentials are derived through the Fourier transformation with respect to time. The general solutions for the potentials are derived through the Fourier transformation with respect to the horizontal coordinates. Numerical results suggest that moving loads have very complicated effects on the dynamic response of the porous medium. Generally speaking, a moving load with a high ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
© 2015 Elsevier Ltd. This paper presents a new modified stiffness matrix method for the dynamic resp...
The dynamic response of a fully saturated poroelastic half-space due to accelerating or decelerating...
AbstractIn this paper, an analytical solution for the dynamic response of a half-space porous medium...
In this paper, an analytical solution for the response of a rigid sphere embedded in a full space po...
A semi-analytical model is proposed to investigate the screening efficiency of trenches to moving-lo...
This paper examines stresses and excess pore fluid pressure that are induced in a saturated poroelas...
The problem of loading on a one-dimensional partially saturated poroelastic rod is considered. A mat...
This unique book covers advanced topics in dynamic modeling of soil-foundation interaction, as well ...
In this study, dynamic response of a circular tunnel embedded in a porous medium and subjected to a ...
Based on Biot's theory, the dynamic 2.5-D Green's function for a saturated porous medium is obtained...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
An analytic study of the response of saturated layered half-space under surface point loading is pre...
In this paper, frequency domain dynamic response of a pile embedded in a half-space porous medium an...
Based on Biot’s three-dimensional consolidation theory of porous media, analytical solutions of the ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
© 2015 Elsevier Ltd. This paper presents a new modified stiffness matrix method for the dynamic resp...
The dynamic response of a fully saturated poroelastic half-space due to accelerating or decelerating...
AbstractIn this paper, an analytical solution for the dynamic response of a half-space porous medium...
In this paper, an analytical solution for the response of a rigid sphere embedded in a full space po...
A semi-analytical model is proposed to investigate the screening efficiency of trenches to moving-lo...
This paper examines stresses and excess pore fluid pressure that are induced in a saturated poroelas...
The problem of loading on a one-dimensional partially saturated poroelastic rod is considered. A mat...
This unique book covers advanced topics in dynamic modeling of soil-foundation interaction, as well ...
In this study, dynamic response of a circular tunnel embedded in a porous medium and subjected to a ...
Based on Biot's theory, the dynamic 2.5-D Green's function for a saturated porous medium is obtained...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
An analytic study of the response of saturated layered half-space under surface point loading is pre...
In this paper, frequency domain dynamic response of a pile embedded in a half-space porous medium an...
Based on Biot’s three-dimensional consolidation theory of porous media, analytical solutions of the ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
© 2015 Elsevier Ltd. This paper presents a new modified stiffness matrix method for the dynamic resp...
The dynamic response of a fully saturated poroelastic half-space due to accelerating or decelerating...