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In the modern time, where growth is the keyword in everyone’s life and the natural resources are exhausted continuously by the man kind including the land resource, the ground improvement is becoming the need of the hour, especially civil engineers, for areas consisting of soft soils. The most economical and feasible solution seems to be the use of granular piles (GP) in such cases, which are normally composed of boulders, sand etc. In the present paper a comparative analysis of a group of three and four partially stiffened GPs is presented revealing the comparison between rigorous and superposition methods for settlement interaction factor for floating group of piles.

Comparative Study of Rigorous Analysis and Superposition Principle for Floating Granular Piles Group