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.
|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 2019 → 8月 25 2019
|会議||7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019|
|Period||8/23/19 → 8/25/19|
!!!All Science Journal Classification (ASJC) codes