This study investigates the seismic soil-pile-composition interaction (SSPSI) consequences over a tall constructing supported by a pile-mat foundation in Dhaka soil using nonlinear time-historical past Examination. A comparison amongst set base and flexible base products is done to research important design parameters which includes lateral displacements, inter-Tale drifts, foundation... https://abigailz570aaa3.vidublog.com/31252996/about-pile-foundation-engineering-bangladesh