Development of Railway Embankment Structures Resistant to severe Earthquakes and Prolonged Overflows caused by Tsunami

Kenji WATANABE; Kosuke MATSUURA; Kimihiro FUJIIAtsuhiro KUDO

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Development of Railway Embankment Structures Resistant to severe Earthquakes and Prolonged Overflows caused by Tsunami

机译：Development of Railway Embankment Structures Resistant to severe Earthquakes and Prolonged Overflows caused by Tsunami

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Railway embankments sustained extensive damages from the tsunami triggered by the 2011 off the Pacific coast of Tohoku Earthquake. Numerous studies have been conducted on enhancing the earthquake resistance of railway embankments; however, studies on their tsunami resistance have been insufficient. The Railway Technical Research Institute developed a new geotextile reinforced soil structure based on model experiments for enhancing the earthquake and tsunami resistance of railway embankments. The experiments were conducted by developing a device capable of simultaneously reproducing both a large-scale earthquake and prolonged tsunami overflow.

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来源
《Japanese railway engineering》 |2015年第190期|13-a2|共5页
作者
Kenji WATANABE; Kosuke MATSUURA; Kimihiro FUJIIAtsuhiro KUDO;
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作者单位

Structures Technology Division, Railway Technical Research Institute (RTRI);

Design Department, Obayashi-corporation (RTRI);

Design Department, JR West Japan Consultants Company (RTRI)Technical Headquarters Division, JR East Consultants Company (RTRI);

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Development of Railway Embankment Structures Resistant to severe Earthquakes and Prolonged Overflows caused by Tsunami

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