ANALYSIS OF STRUCTURE WITH THE PILE FOUNDATION ON LOW SAFE BEARING CAPACITY OF SOILS

India has massive developments, decade. The optimization of cost and saving construction time to complete, are now new aspects which geotechnical engineers are facing. Under consideration are steel and a concrete pile driven into soils general A normalized capacity-time trend established for the case history is seen to be consistent with the response observed from a wider database of pile tests in clay compiled from the literature. A finite difference for piles is used. The investigations were carried out by varying the length and diameter of piles in three different kind of clayey soils. The effect of vertical loading is also studied, and the suitable graphs are pre procedures in cohesive soils. T