In the present paper, interference effects on bearing capacity of two and three closely spaced strip footings resting granular bed overlying clay are being studied. A simple analytical model is proposed to predict load-carrying factor an interfered footing, when adjacent optimally placed surface a Granular Bed (GB) both simultaneously loaded. punching shear failure mechanism envisaged in model....

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 analyze...

Bearing capacity of soil is an important factor in designing circular footing. It directly related to foundation dimensions and consequently its performance. The calculations for obtaining the bearing a needs many varying parameters, example type, depth foundation, unit weight soil, etc. In this work, comparison between values footing on gypseous before after improvement determined by two diffe...