A REVIEW ON PILED RAFT FOUNDATION FOR HIGH-RISE BUILDING
| Author(s) | : | Anand .N. Naik, Payal Patel, Gunvant Solanki |
| Institution | : | Civil Department, Chhotubhai Gopalbhai Patel Institute of Technology, UTU |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 322-326 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The Piled raft foundation has gained popularity in the field of construction. Construction of raft at shallowdepth on soil having low bearing capacity to get uniform settlement is very well known. In the situations where the raftfoundation alone does not satisfy the design requirements, and then it may be possible to enhance the performance of theraft by addition of piles. The use of a strategically located limited number of piles, may improve both the ultimate loadcapacity and settlement performance of raft. The analysis of Piled raft is a complex problem, even more complex thanthat of a soil supported raft, as too many parameters influence the behavior of the system. There are various parameterswhich influence the sharing of load between piles and raft, between piles themselves and between piles and soil and assuch the exact behavior is unpredictable for Piled raft system.
Anand .N. Naik, Payal Patel, Gunvant Solanki, “A REVIEW ON PILED RAFT FOUNDATION FOR HIGH-RISE BUILDING”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 322-326, November 2017.
