Numerical analysis on the stability of highway embankment reinforced with spiral bladed drain pipe reinforcements

Kiyonobu Kasama, Yasutaka Ito, Zentaro Furukawa, Tomohiro Hamasaki, Kenji Matsuka

研究成果: Contribution to conferencePaper

抜粋

The purpose of this paper is to develop a new earth reinforcement technology called "The SDPR method" having both functions of a single earth reinforcement to increases the embankment strength and a drainage pipe to lower a ground water level in embankment at the same time. This paper summarizes the effectiveness of the SDPR method by means of unsaturated-saturated seepage analysis and slope stability analysis in terms of the drainage effect, reinforcement effect and unsaturation effect of SDPRs.

元の言語英語
ページ565-568
ページ数4
DOI
出版物ステータス出版済み - 2019
イベント7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019 - Nagoya, 日本
継続期間: 8 23 20198 25 2019

会議

会議7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019
日本
Nagoya
期間8/23/198/25/19

All Science Journal Classification (ASJC) codes

  • Soil Science

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  • これを引用

    Kasama, K., Ito, Y., Furukawa, Z., Hamasaki, T., & Matsuka, K. (2019). Numerical analysis on the stability of highway embankment reinforced with spiral bladed drain pipe reinforcements. 565-568. 論文発表場所 7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019, Nagoya, 日本. https://doi.org/10.3208/jgssp.v07.087