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GANPILE method - reasonable pile driving method to embed steel piles into the bedrock

  • Marina KawaiEmail author
  • Kazunori Inazumi
  • Hirofumi Tagauchi
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 62)

Abstract:

In GANPILE method, it is difficult to fill the gap between the pile and bedrock completely, and there is a possibility that the pull-out resistance in the bedrock is not generated. Therefore, this method has not been applied to permanent piles that require pull-out resistance to withstand earthquakes. In addition, a standard to evaluate the bearing capacity of the piles in the bedrock has not yet been established. Therefore, the authors improved the conventional GANPILE method and developed a construction method to fill gaps, so that this method can be applied to permanent piles. In addition, based on validation tests such as laboratory tests and on-site pile loading tests, the characteristics of end bearing capacity and skin friction resistance of piles in the bedrock were clarified.

Keywords:

GANPILE method steel pile driving method bedrock bearing capacity on-site loading test 

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References

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Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  • Marina Kawai
    • 1
    Email author
  • Kazunori Inazumi
    • 2
  • Hirofumi Tagauchi
    • 3
  1. 1.JFE Steel CorporationTokyoJapan
  2. 2.Obayashi CorporationTokyoJapan
  3. 3.Toa CorporationTokyoJapan

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