This research investigates the seismic soil-pile-structure interaction (SSPSI) effects over a tall developing supported by a pile-mat foundation in Dhaka soil working with nonlinear time-record Examination. A comparison among fixed base and versatile base styles is performed to investigate important design parameters which include lateral displacements, inter-Tale drifts, foundation r... https://cardiovascular-health44332.bloggerbags.com/37303420/5-simple-techniques-for-pile-foundation-contractors-bd