This exploration investigates the seismic soil-pile-structure interaction (SSPSI) results over a tall building supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-heritage Assessment. A comparison in between mounted foundation and versatile base versions is executed to analyze crucial design parameters such as lateral displacements, inter-Tale drifts, foundation ... https://practical-household-items44443.tblogz.com/pile-foundation-design-bangladesh-options-45924577