This exploration investigates the seismic soil-pile-framework interaction (SSPSI) consequences on a tall developing supported by a pile-mat foundation in Dhaka soil using nonlinear time-record Evaluation. A comparison between fastened base and versatile base designs is executed to analyze crucial design parameters which include lateral displacements, inter-story drifts, foundation rot... https://artistic-vision21100.newbigblog.com/38188881/a-secret-weapon-for-foundation-pile-testing-bd