This investigation investigates the seismic soil-pile-framework interaction (SSPSI) consequences over a tall setting up supported by a pile-mat foundation in Dhaka soil using nonlinear time-record analysis. A comparison concerning fixed foundation and versatile foundation styles is done to investigate key design parameters including lateral displacements, inter-story drifts, foundatio... https://garrettnzkte.fare-blog.com/32184923/a-review-of-pile-foundation-design-bangladesh