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Applicability of the Pile-Supported Embankment in Korea

성토지지말뚝공법의 국내 적용성 분석

Lee, Il-Wha;Kim, Seung-Sun;Lee, Joo-Gong;Shim, Shung-Kyu;Lee, Su-Hyung
이일화;김승선;이주공;심성규;이수형

  • Received : 2015.12.15
  • Accepted : 2016.03.16
  • Published : 2016.03.31

Abstract

Stability analysis was conducted to analyze the application of pile-supported embankment to concrete slab track on the soft ground in Korea. Pile efficiency and tension of geosynthetics in accordance with the hight of embankment and the depth of soft soil were carried out by theoretical and numerical methods. Theoretical method predicted more conservatively than the numerical method for all the cases presented herein. The settlement stability is satisfied to allowable criteria of high speed railway in Korea. The pile-supported embankment has great potential for application to soft ground condition.

Keywords

Pile-supported embankment;Geosynthetics;Arching effect;Soft ground

References

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Acknowledgement

Grant : 연약지반구간 교량대체를 위한 침하억제공법 개발

Supported by : 국토교통부