Reviews on Finite Element Modeling Practices of Stone Columns for Soft Soil Stabilization Beneath an Embankment Dam

Abstract This article reviews the numerical approach in stone column practices and presents benefits of columns as a ground improvement soft soil to support an embankment dam. In this article, methodological approaches numerically modeling both 2D 3D studies, well selection appropriate constitutive model are discussed. The for installation validation procedures used ensure accuracy analysis also explained. addition that, study improving settlement behavior, slope stability, decreasing end time consolidation. Parameters that influence performance with their respective results assessed.