Comparative analysis of linear dynamic responses and undamped systems of soil-pile-footing interaction for various soil media

It is seen from recent earthquakes that in case of fixed-base foundation system, damped systems have proved to be longing the lifespan structure by lengthening lateral fundamental period leads higher damping comparison assumptions a system. In this study, better understand phenomenon involved soil-pile interaction finite element simulation model developed Abaqus FEA software. The numerical made for transient analysis follows Rayleigh's Damping Coefficient material damping. paper, rational Dynamic Response Short-Bored Pile subject axial load Finite Element Method. performed using CAE Soil media sand soil and clay with pile as Mild Steel RCC, combination each group incremental load. same FE studied used piles which results drastic change displacement pattern.