Authors : Yash V Patel; Swapnil Sharma

Volume/Issue : Volume 9 - 2024, Issue 5 - May

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DOI : https://doi.org/10.38124/ijisrt/IJISRT24MAY1980

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Abstract : Pile foundations are widely employed to provide support for bridges and various structures, ensuring the safe transfer of structural loads to the ground while preventing excessive settlement or lateral movement. They excel in transferring structural loads from weaker or compressible soil layers to the stronger, more stable soils and rocks beneath. Pile foundations constitute an integral component of a structure.  In this research work the foundation of the hospital (G+6) was design by the pile foundation. We have used M25 grade of concrete for the preparation of design mix. The characteristic strength and load bearing of soil was tested by Plate load test and other materials tested by slump cone test , aggregate Impact Value test cement compressive strength test (cement fineness test construction water PH value . The expected result of SBC is 20000kg approximate.  Project reports typically encompass introductions and problem definitions, along with literature reviews pertinent to the project. They detail the study area's location and the project site, as well as providing concise information about the equipment utilized on- site.  Additionally, it covers crucial tasks such as centerline marking, boring, reinforcement placement, concrete pouring, excavation, and chipping of pile caps.

Keywords : Cast in Situ Pile, Concrete (m25), Steel (20mm Dia), Bentonite , Dynamic Load Test, Integrity Test.

References :

1. Is 2720 (part V- 1976), India standard method of test for soil.
2. Is 2720 (part2- 1973), method of test for soil. Part 2 Determination of water content.
3. Is code 2911 part -1 for pile foundation.
4. Analysis of pile foundation
5.  Kanakeswararao Thadapaneni,Sarikonda Venkata sivaraju,Ravi teja Grandhi
6. Amey D. Katdare, Nandkumar K Patil, Seema S. Shiyekar “Design of Pile Foundation for site in Sangli district of Maharashtra”.
7. Imran Khan Pathan, Amanana Venkatesh “A study of pile foundation to enhance soil bearing capacity for the structure”.
8. K. Ishihara Chuo, University Kiso, Tokyo “Case studies of pile foundations undergoing lateral spreading in liquefied deposits”. https://www.researchgate.net/publication/30177 1181_Research_and_Development_Activities_on_ Pile_Foundations_in_Europe https://www.researchgate.net/publication/33529 2296_ANALYSIS_DESIGN_OF_PILE_FOUNDATION_ FOR_G20_RESIDENTIAL_BUILDING
9. I.S, 2911, (Part I / Sec I) -1979, Bureau of Indian Standard, New Delhi, June 1980. June, 1980 • J. E. Bowles, “Foundation Analysis and Design”, McGraw Hill Publishers, 1996.
10. K.R Arora, “Soil Mechanics and Foundation Engineering”, fifth edition, Standard Publisher Distributors, New Delhi, 2001.
11. M.J. Tomlinson and V.N.S. Murthy, “Pile Design and Construction Practice”, fourth edition, E & FN Spon Publishers, U.K., 1994.
12.  P.C. Varghese, “Analysis and Design of Sub-Structure”, Oxford & IBH Publishers, New Delhi, 1996. • S. C. Gupta, “Analysis and design of piles in a group”, The Indian Concrete Journal, June 2003, pp 1143-1146.
13. S.Ramamurtham, “Soil Mechanics and Foundation Engineering”, Khanna Publishers, Delhi, February-2001.
14. Tridibesh Indu, “Truss analysis of pile caps”, The Indian Concrete Journal, September 1997.
15. K. Paik; R. Salgado; J. Lee; and B. Kim, Behavior of Open- and Closed-Ended Piles Driven Into Sands.
16.  Meyerhof, G.G., Compaction of sands & Bearing capacity of piles (1959). JSMFD, ASCE, 85, SM 6, 1-29. IS: 1498 (1970), Indian Standard Methods of Test for Soils: Classification and Identification of Soil for General Engineering Purposes, Bureau of Indian Standard