Three-Dimensional Fundamental Solution for Unsaturated Poroelastic Media under Dynamic Loadings
Résumé
This paper aims at obtaining a 3D fundamental solution for unsaturated soils under dynamic loadings in Laplace transform domain using the method of Hörmander. These solutions can be used, afterwards, in a convolution quadrature method (CQM)-based boundary element formulations in order to model the wave propagation phenomena in such media in time domain.
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