Abstract: A technique for the analysis of 1‐D pollutant migration through a clay layer of finite depth is presented. This formulation includes dispersive and advective transport in the clay as well as geochemical reactions and permits ...

Abstract: A new, simple, semi‐analytic technique for modeling contaminant migration through an unfractured clayey liner underlain by fractured soil (or rock) and an aquifer is described. The model is implemented on a microcomputer ...

Abstract: Procedures for the analysis of the shakedown of pavements are developed. The approach employed models the elastoplastic behavior of a horizontally‐layered continuum subjected to repeated moving loads, and permits the ...

Abstract: A technique for the analysis of periodically layered soil deposits is developed. This technique requires minimal data preparation and is compu tationally very efficient. The technique is used to determine the deformations ...

Abstract: A convenient and computationally efficient technique for analyzing the one-dimensional consolidation of periodically layered deposits is developed. This technique involves the use of a Laplace transform and an analytic ...