Geotechnical Investigation, Field Load Test and Analysis of Full-Scale Bored Pile

G. Kesavan; S.S. Chandrasekaran

doi:10.4028/www.scientific.net/AMM.813-814.1126

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 813-814Geotechnical Investigation, Field Load Test and...

Geotechnical Investigation, Field Load Test and Analysis of Full-Scale Bored Pile

Abstract:

The maximum load carrying capacity of bored piles is a complex problem because it is a function of a number of factors, these factors include methods of soil exploration, ground water condition, types of grading of concrete, quantity and quality of concrete. The knowledge of Geotechnical test is important for the most economical design of the piles. This paper describes some important aspects of field investigation, design and construction of in-situ bored pile foundation, field pile load test of experience gained from the construction of the pile at a site in Aathoor in Tamil Nadu, India. The site was fully sandy soil from existing ground level. The design of bored pile under axial compression was done using Empirical formula, pile load test and by using PLAXIS 2D software. Results were compared with vertical load and settlement in this site.

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Periodical:

Applied Mechanics and Materials (Volumes 813-814)

Pages:

1126-1130

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.813-814.1126

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Online since:

November 2015

Authors:

G. Kesavan, S.S. Chandrasekaran

Keywords:

End Bearing Pile, Pile Load Test, PLAXIS2D, Sand, Skin Friction Pile, SPT

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