In this review paper, we concentrate on the use of boundary integral equation (BIE) based
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …

Based on a Biot-type model, the fully coupled equations considering the effect of dynamic
parameters and capillary pressure are established to describe the axisymmetric steady-state …

The closed form three-dimensional Green׳ s function of a semi-infinite unsaturated
poroelastic medium subjected to an arbitrary internal harmonic loading is derived, with …

A fully coupled dynamic model is presented in this paper by considering the effect of matric
suction, varying parameters in connection with saturation, stratification and transverse …

Based on the theory of mixtures, a dynamic three phase model for partially saturated
poroelasticity is established. This model is applied to a 1-D column and an analytical …

Generally, in most areas, groundwater level is deep and heat sources (eg, energy piles) are
embedded in unsaturated soil media. Therefore, in order to accurately analyze the soil …

This paper deals with the evaluation of seismic site effects due to the local topographical
and geotechnical characteristics. The amplification of surface motions is calculated by a …

Based on the Mixture theory and the principles of continuum mechanics, a dynamic three-
phase model for partially saturated poroelasticity is established as well as the corresponding …

In this study, two-dimensional (2D) steady-state general solution and Green's function for
orthotropic materials under the influence of poro-thermoelasticity (PTE) are investigated …

In this paper the coupled equations governing the dynamic behavior of unsaturated soils are
derived based on the poromechanics theory within the framework of the suction-based …