This research investigates the seismic soil-pile-construction interaction (SSPSI) results with a tall setting up supported by a pile-mat foundation in Dhaka soil applying nonlinear time-record analysis. A comparison involving set base and versatile base versions is done to investigate crucial design parameters such as lateral displacements, inter-Tale drifts, foundation rotation, https://roy-dawson89888.blogaritma.com/30540023/considerations-to-know-about-pile-foundation-engineering-bangladesh