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: 会議への寄与タイプ学会誌査読

抄録

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.

本文言語英語
ページ565-568
ページ数4
DOI
出版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月 23 20198月 25 2019

会議

会議7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019
国/地域日本
CityNagoya
Period8/23/198/25/19

!!!All Science Journal Classification (ASJC) codes

  • 土壌科学

フィンガープリント

「Numerical analysis on the stability of highway embankment reinforced with spiral bladed drain pipe reinforcements」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル