• Rahul Chincholikar
• Sanjay Denge

As the world's population grows, the available land for construction becomes scarier and scarier, and the cost of land rises accordingly. As a result, the popularity of tall forms is growing by the day in order to withstand the load of these structures. A proper stiff foundation should be used in conjunction with a pile or raft foundation, which includes a static assessment of the pile foundation or raft foundation. In this paper, an attempt was made to test the unique varieties of soils in conjunction with clays with unique consistency, sand with unique density, and sand with unique internal friction with layers of sand and clay. It also includes unique pile cap parameters such as form (triangular, square, and rectangular), length, pile spacing in agencies, and pile pattern. With the concept of Buoyancy Raft, the use of raft basis has a bent to lessen the opportunities of distinction soil as well as allow elevated the stress at the base degree to be communicated. The effect of soil, which enables the form, is typically ignored in conventional analysis and format of raft basis through.

Pile foundation, raft foundation, Static Analysis, Soil Displacement, Flexible Method

"A Review On Comparison Of Pile, Raft And Piled Raft Foundation", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 6, page no.h169-h172, June-2023, Available :http://www.jetir.org/papers/JETIR2306723.pdf

"A Review On Comparison Of Pile, Raft And Piled Raft Foundation", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 6, page no. pph169-h172, June-2023, Available at : http://www.jetir.org/papers/JETIR2306723.pdf