This research investigates the seismic soil-pile-structure interaction (SSPSI) consequences over a tall constructing supported by a pile-mat foundation in Dhaka soil working with nonlinear time-historical past Assessment. A comparison between mounted foundation and flexible foundation designs is done to analyze critical design parameters like lateral displacements, inter-story drifts,... https://landsurveysolutionsbd99876.newsbloger.com/32649665/getting-my-pile-foundation-contractors-bd-to-work