This research investigates the seismic soil-pile-construction interaction (SSPSI) effects with a tall developing supported by a pile-mat foundation in Dhaka soil using nonlinear time-heritage Assessment. A comparison between mounted foundation and flexible foundation types is done to investigate important design parameters which includes lateral displacements, inter-story drifts, foun... https://louisq246rqp3.eqnextwiki.com/user