Abstract
An application of a shallow width reinforced soil structure with pile foundation to a construction site of widening road embankment as the measure with respect to the site conditions that differed from the design ones, which were confirmed during the construction, is introduced in this paper. Background of the application of the structure to the site and conducted studies, such as 3D FEM analysis of tension stress occurring in the reinforcement at the bottom of the structure as well as the stability of the shallow width reinforced soil structure, for the application are described.
