Simulating the model for consolidation of short bored pile in pure friction soil media

In this paper, the analysis of a numerical study for consolidation short bored pile subjected to axial loads is presented. An short-bored performed using finite element software Abaqus CAE with base procured experimental data in sand media and comparative on Ansys FEA. Three models combination footing system were developed by application incremental load which displacement upon each was analyzed taking consideration stresses strains. A parametric conducted effect it’s observed or without footing. close correlation found between results obtained FE Experimental Model solution. The indicates that bearing capacity pile–footing increases drastically when both acts together instead acting individually.