This research investigates the seismic soil-pile-construction interaction (SSPSI) outcomes on a tall creating supported by a pile-mat foundation in Dhaka soil working with nonlinear time-heritage Evaluation. A comparison amongst preset base and flexible base models is executed to research vital design parameters such as lateral displacements, inter-Tale drifts, foundation rotation, https://truth99898.blogoscience.com/38244410/the-ultimate-guide-to-pile-foundation-engineering-bangladesh