This study investigates the seismic soil-pile-composition interaction (SSPSI) effects on a tall making supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-heritage Assessment. A comparison in between fastened foundation and flexible base types is done to analyze crucial design parameters including lateral displacements, inter-story drifts, foundation rotation, or... https://josuekoswa.blogdun.com/32679880/about-pile-foundation-engineering-bangladesh