Abstract: A mixed method for three-dimensional elasto-dynamic problems has been formulated which gives a complete choice in prescribing the boundary conditions in terms of either stresses, or displacements, ...

Abstract: Important geotechnical structures constructed on compacted cohesive soils often involve compaction either around or on the wet side of optimum water content. In general, at these water content values, water voids are ...

Abstract: An analytical procedure to obtain the response of embedded flexible foundation in time domain is described. The procedure makes use of large domain for discretization along with coordinate transformation using Lanczos ...