Abstract: Traditional finite-difference and finite-element solutions to Richards' equation can exhibit stability problems and mass balance errors when sharp saturation fronts migrate across material interfaces. Several semianalytical ...

Abstract: This paper summarizes the results of undrained quasi‐static and shock compression tests performed on confined specimens of saturated Bonny Silt, Monterey No. 0/30 sand, and a mixture of the two soils. The tests evaluated ...