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発表 Development of perforated drain pipe to enhance collection efficiency of ground water and its performance

作成年度 2010 年度
論文名 Development of perforated drain pipe to enhance collection efficiency of ground water and its performance
論文名(和訳)
論文副題
発表会 Korea-Japan Joint Symposium for Landslide Disaster Mitigation 2010
誌名 Koria-Japan Joint symposium for landslide disaster mitigation 2010
巻・号・回
発表年月日 2010/08/01
所属研究室/機関名 著者名(英名)
宇部建設コンサルタントHaruo Kitamura
宇部建設コンサルタントHiromi Ishimoto
宇部建設コンサルタントYoshio Konishi
土木研究所土砂管理研究グループ地すべりチームKazunori Fujisawa
土木研究所土砂管理研究グループ地すべりチームTaishi Abe
抄録
Subhorizontal drains installed from the ground surface or drainage wells are one of the most common landslide measures. The drainage drill hole is supported with a casing pipe, which is conventionally perforated with small holes in all direction for inflow of underground water into the casing pipe.Since before, it had been pointed out for the underground water not to flow in easily into the casing pipe, and for the collected water to flow out of the pipe to some extent.In 2007, a new type of casing pipe (that is called “Mizutooru” casing pipe for drill-hole drains; hereinafter abbreviated as MT pipe) wasdeveloped and that drastically improved the function of underground water collection and drainage. The total construction extension of the MT pipe reached 230km up to date.Comparison between MT pipes and the conventional drain pipes
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