ABSTRACT
In this article, boundary integral equations (BIE) and Laplace transform domain fundamental solutions to the u-p formulation of two-dimensional dynamic poroelasticity are derived. Time domain fundamental solutions have been derived based on the Cleary reciprocal theorem. A set of numerical results is presented to highlight the salient features of the transient fundamental solutions, their components, and accuracies of proposed approximations. Several comparisons with Chen's solution are made.
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