This study investigates the seismic soil-pile-composition interaction (SSPSI) outcomes over a tall developing supported by a pile-mat foundation in Dhaka soil using nonlinear time-record analysis. A comparison among fastened base and flexible base types is performed to research critical design parameters which include lateral displacements, inter-Tale drifts, foundation rotation, all-... https://vanf913ijj6.blogspothub.com/profile