This study investigates the seismic soil-pile-structure interaction (SSPSI) consequences over a tall developing supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-background analysis. A comparison involving preset base and flexible base models is carried out to analyze critical design parameters like lateral displacements, inter-story drifts, foundation rotation... https://boundaries34433.blog2news.com/32658005/how-much-you-need-to-expect-you-ll-pay-for-a-good-pile-foundation-engineering-bangladesh