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A Case History of Piling Work Utilizing the Press-in Method on a Steep Slope

  • Yuta KitanoEmail author
  • Masafumi Yamaguchi
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 62)

Abstract

Natural disasters, such as unprecedented typhoon, hurricane and torrential rain, have increased all over the world. Moreover, damage from heavy rainfall, in western Japan, was put in the national spotlight in 2018. Consequently, many disaster rehabilitation works are ongoing. However, it is difficult to secure enough working space in many of these sites. Therefore, it tends to delay the reconstructions. In this paper, the case study of the Gyro-press Method and the G.R.B system, which were utilized for the disaster rehabilitation work of Uto-bridge is introduced. Uto-bridge was damaged by the No. 16 typhoon which hit the southeast of Japan. Pre-fabricated piles were installed into hard ground on a steep slope and/or in narrow working space without any temporary platforms in this work.

Keywords

disaster rehabilitation work the Gyro-press method the G.R.B system on slope under overhead obstruction 

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Notes

Acknowledgements

This paper is supported by the Kagoshima Prefecture Construction Department and Daishin.

References

  1. GIKEN (2018). Gyro-press method.Google Scholar
  2. GIKEN (2016) Non-Staging Method. International Press-in Association: Press-in retaining structures: A hand book, First edition, 2016.Google Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.GIKEN LTD.TokyoJapan

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