This investigate investigates the seismic soil-pile-construction interaction (SSPSI) results with a tall making supported by a pile-mat foundation in Dhaka soil making use of nonlinear time-heritage Examination. A comparison among fixed base and flexible foundation versions is executed to investigate essential design parameters such as lateral displacements, inter-story drifts, founda... https://emersond664qwz0.wikitelevisions.com/user