Abstract: This paper presents semianalytical solutions of one-dimensional (1D) consolidation for unsaturated soils with depth-dependent vertical stress induced by multistage load. Based on the 1D consolidation theory of unsaturated ...

Abstract: This study presents a new series of semianalytical solutions of Fredlund and Hasan's one-dimensional consolidation equations for unsaturated soils under a variety of boundary conditions. The Laplace transform was adopted ...