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Published in:

Volume 5 Issue 4
April-2018
eISSN: 2349-5162

Unique Identifier

JETIR1804299

Page Number

408-410

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Title

Review on study of Pile & Raft foundation for different SBC

ISSN

2349-5162

Cite This Article

"Review on study of Pile & Raft foundation for different SBC", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 4, page no.408-410, April-2018, Available :http://www.jetir.org/papers/JETIR1804299.pdf

Abstract

: In the recent years, there has been tremendous increase in high rise buildings due to scarcity of space available and requirement of amenities in major cities. Nowadays, construction are even done on refilled areas. But, however, it is a matter of great concern that what foundation will be proposed on such type of natural or man-made refills. Foundation can be classified as shallow and deep foundation, deep foundation are rapidly increasing as that of shallow foundation due to lack of space. The foundation of building is depend on the height, soil properties, testing of soil, loading condition and site investigation. This determines the selection of the foundation for the proposed structure. In the analysis and design of economic foundation for high rise building both geotechnical and structural design aspect are taken into account. Quantitative study has been carried out for different values of Soil Bearing Capacity (SBC). The behavior of structure also depends on soil strata. Sometimes the strata surface is very loose but below it may consist of rock or solid soil. High rise buildings require stronger foundation while short buildings spreads the load over the area of the structure. This work includes the design and analysis of Pile & Raft foundation on different SBC that has been discussed in detail on the basis of geotechnical analysis. The design of pile foundation as well as raft foundation is carried out and then the results is compare in manual calculation and software. Programming is prepare in MS-EXCEL. The main aim of the program is to check the manual designing and then comparing the result by putting different values.

Key Words

High rise buildings, refilled areas, geotechnical and structural design, pile & raft foundation.

Cite This Article

"Review on study of Pile & Raft foundation for different SBC", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 4, page no. pp408-410, April-2018, Available at : http://www.jetir.org/papers/JETIR1804299.pdf

Publication Details

Published Paper ID: JETIR1804299
Registration ID: 181458
Published In: Volume 5 | Issue 4 | Year April-2018
DOI (Digital Object Identifier):
Page No: 408-410
ISSN Number: 2349-5162

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Cite This Article

"Review on study of Pile & Raft foundation for different SBC", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 4, page no. pp408-410, April-2018, Available at : http://www.jetir.org/papers/JETIR1804299.pdf




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