This investigate investigates the seismic soil-pile-composition interaction (SSPSI) consequences with a tall constructing supported by a pile-mat foundation in Dhaka soil working with nonlinear time-history Evaluation. A comparison in between fixed foundation and flexible base designs is carried out to investigate important design parameters like lateral displacements, inter-story dri... https://open-mindedness78777.thenerdsblog.com/37759683/not-known-factual-statements-about-pile-foundation-services-bangladesh