Abstract: Three-dimensional transient response of both massless and massive multiple, rigid foundations, bonded to an elastic, homogeneous half-space, is investigated to study the effect of dynamic interaction ...

Abstract: A closed-form solution of transient response to suddenly applied loading distributed over a rectangular area on the surface of an elastic homogeneous half-space is developed for special purposes ...

Abstract: An analytical procedure is proposed to determine the three‐dimensional response of a multiple‐cylindrical‐cavity system deeply buried in a viscoelastic medium subjected to moving or seismic loading. The tunnels are treated ...