This investigation investigates the seismic soil-pile-composition conversation (SSPSI) consequences with a tall making supported by a pile-mat foundation in Dhaka soil employing nonlinear time-historical past Evaluation. A comparison between fastened foundation and versatile base styles is performed to analyze critical design parameters such as lateral displacements, inter-Tale drifts... https://rickeys245nnm7.wikiconversation.com/user