Numerical Evaluation of Partially Strengthened Floating Granular Pile Raft With Vertical and Radial Displacement Compatibility

Abstract In today’s time, construction is the main key for development of any nation, but land resources are getting deplete. Thus, on compressible soil left as a choice. Stone columns or granular piles (GPs) broadly used to advance bearing capacity crummy ground and lessen displacement constructionserected them. GP most efficient cheap improvement. Analysis single partially strengthened (SPS) floating piled raft presented in this paper terms several normalized aspects like vertical radial impact factors, settlement factor (SIF) depth, GP–soil interface shear stresses, load ratio, i.e., percentage taken by total load, contact pressure distribution below raft, which evaluated SPS raft. The SIF top noticed decline with surge values strengthening parameters. interfacial stresses get reorganized along length GP.