This study investigates the seismic soil-pile-structure interaction (SSPSI) effects over a tall building supported by a pile-mat foundation in Dhaka soil making use of nonlinear time-heritage Assessment. A comparison among mounted foundation and versatile foundation designs is executed to research essential design parameters such as lateral displacements, inter-Tale drifts, foundation https://roydawsonsdefiance11009.glifeblog.com/31233065/5-tips-about-pile-foundation-engineering-bangladesh-you-can-use-today