• Maheshwari Jayesh
• Dr. N.H. Joshi

When the structural loads are heavier, then it is advisable to adopt raft foundations. When settlements are beyond the permissible limits, raft foundation can be used with pile foundations. With increasing technology and sophisticated engineering designs and decisions, the best solution is piled raft foundations. The layout and the combinations become very important to produce the desired settlement reduction and load sharing with minimum required piles in the design. This paper presents the effect of differential length of pile on load carrying capacity of model circular piled raft based on the model study. Different 9 combinations have been taken for the analysis and based on that, load-settlement characteristics, bearing capacity analysis, efficiency analysis and settlement analysis have been done.

Model piled raft, pile, pile group, circular piled raft, combinations, settlement, bearing capacity analysis, efficiency analysis

"STUDY OF DIFFERENTIAL LENGTH OF PILE ON CARRYING CAPACITY OF MODEL CIRCULAR PILED RAFT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.516-526, July-2018, Available :http://www.jetir.org/papers/JETIR1807536.pdf

"STUDY OF DIFFERENTIAL LENGTH OF PILE ON CARRYING CAPACITY OF MODEL CIRCULAR PILED RAFT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp516-526, July-2018, Available at : http://www.jetir.org/papers/JETIR1807536.pdf