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  Published Paper Details:

  Paper Title

EXPERIMENTAL STUDY ON HELICAL PILE IN CLAY

  Authors

  NANTHA KUMAR A K,  SATHEESKUMAR V

  Keywords

helical pile, different number of plate, different number of plate thickness, and different number of spacing.

  Abstract


Helical Piles popularly used in the area of engineering applications providing stability against horizontal loads of tension, compression. Even the use of helical piles is increasing, the proper design and the outcome of helices parameter on the ultimate load is still under investigation. In this study, the behavior of helical piles under vertical loads in clayey soil examined through experimental research on model piles. Fixing various sizes of plates, some plates, and spacing of plates test conducted on rigid helical piles. Model helical piles made of 20mm diameter mild steel shafts to which mild steel plates of 100mm diameter welded. For comparison, a single straight cylinder with a diameter of 20mm was also tested. Test results revealed that the vertical capacity of the helical pile is higher than of straight shaft piles.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2003232

  Paper ID - 192231

  Page Number(s) - 1664-1669

  Pubished in - Volume 8 | Issue 3 | March 2020

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  NANTHA KUMAR A K,  SATHEESKUMAR V,   "EXPERIMENTAL STUDY ON HELICAL PILE IN CLAY", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.8, Issue 3, pp.1664-1669, March 2020, Available at :http://www.ijcrt.org/papers/IJCRT2003232.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN
ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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