Parametric Investigations into the Analysis of Piled Raft for Multi-Storeyed Building

This paper presents the analysis of piled raft for a 50-story building using an approximate method to estimate settlement and load distribution foundation. The pile soils are considered be interacting springs, is represented as thin plate. model takes into account both resistance piles It calculated how raft, soil, interact. suggested technique enables use finite element based program ETABS quickly address issues small, non-uniformly arranged rafts big, ordered rafts. effect different length diameter evaluated on behaviour raft. With increase in lengths, moments found while decreases. Further, increases decreasing parameters such have considerable response foundation present study