The use of piled raft foundation in building and infrastructure constructions is increasingly popular because its effectiveness reducing overall differential settlements. Parameters influencing the performance need to be comprehended order optimize design system. Most current available literature focused on subjected a uniform distributed load sandy material. This parametric study aims provide ...

Abstract The main problem of road construction on saturated soft soils is due to their low bearing capacity and large settlement. One the solutions such problems install piled box culverts-geofoam. In this study, pile culvert-geofoam was modelled as raft foundation. This experimental study conducted by making a prototype file foundation gradually loaded with maximum vertical load 20 kN. Differe...

Abstract Until recently, the behavior of connected piled raft foundation was not fully understood in seismically active region due to complex dynamic soil–pile–foundation structure interaction. This concern arises when soil deposit-supported foundations are stratified or heterogynous and subjected high ground motion intensity. In current study, a series numerical analyses using ABAQUS software ...