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  Published Paper Details:

  Paper Title

CASE STUDY ON PILE FOUNDATION

  Authors

  Ramdas Thombare,  Sandip Hipparkar,  Abhishek Pawar,  Jay shendge

  Keywords

CASE STUDY ON PILE FOUNDATION

  Abstract


Pile foundation are commonly adopted to transfer the loads from the superstructure through weak strata onto the stiffer soils or rocks. Therefore the reliability of pile-supported depends largely on the behavior of the piles. Pile Foundation consist of piles that are dug into soil till a layer of stable soil is reached. Pile foundation transfer building load to the bearing ground with the greater bearing capacity. Pile foundation are useful in region with unstable upper soil that may erode, or for or for large structures. Pile foundations are often required to resist lateral loading. Lateral loads come from a variety of sources including wind, earthquakes, waves, and ship impacts.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2205884

  Paper ID - 220774

  Page Number(s) - h536-h540

  Pubished in - Volume 10 | Issue 5 | May 2022

  DOI (Digital Object Identifier) -   

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

  E-ISSN Number - 2320-2882

  Cite this article

  Ramdas Thombare,  Sandip Hipparkar,  Abhishek Pawar,  Jay shendge,   "CASE STUDY ON PILE FOUNDATION", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.10, Issue 5, pp.h536-h540, May 2022, Available at :http://www.ijcrt.org/papers/IJCRT2205884.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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