国立研究開発法人土木研究所

論文・刊行物検索

利用者の方へ

詳細情報

発表 INVESTIGATION OF DAM PERFORMANCE DURINGTHE NOTO HANTO EARTHQUAKE IN 2007, JAPAN

作成年度 2008 年度
論文名 INVESTIGATION OF DAM PERFORMANCE DURINGTHE NOTO HANTO EARTHQUAKE IN 2007, JAPAN
論文名(和訳)
論文副題
発表会 INTERNATIONAL COMMISSION ON LARGE DAMS76th ANNUAL MEETING
誌名
巻・号・回
発表年月日 2008/06/01
所属研究室/機関名 著者名(英名)
Dam Structure Research Team, Hydraulic Engineering Research Group, Public WorksResearch InstituteTomoya IWASHITA
Water Management and Dam Division, River Department, National Institute for Land andInfrastructure Management (NILIM), Ministry of Land, Infrastructure, Transport and TourismNario YASUDA
Water Management and Dam Division, River Department, National Institute for Land andInfrastructure Management (NILIM), Ministry of Land, Infrastructure, Transport and TourismKazuhito SHIMAMOTO
Water Management and Dam Division, River Department, National Institute for Land andInfrastructure Management (NILIM), Ministry of Land, Infrastructure, Transport and TourismTomoki OTANI
抄録
The Noto Hanto Earthquake, registered by the Japan Meteorological Agency as magnitude (Mj) 6.9, occurred on March 25, 2007 offshore west of the Noto Peninsula facing the Sea of Japan. Two dams, Hakkagawa Dam and Oya Dam, are located within 50 km from the epicenter. We conducted a field survey to investigate the effects of the earthquake on these dams. Hakkagawa Dam, which is a concrete gravity dam, is located 14 km from the epicenter. The seismometer installed at the dam foundation recorded a peak horizontal acceleration of over 200 gal, which is one of the largest acceleration motions ever recorded at a dam foundation in Japan. The increase in drainage amount and deformation of dam body due to the earthquake was slight. The different behavior between each dam block during the earthquake may have caused friction acting between the contraction joint faces. Such energy dissipation may have resulted in the low amplification and high damping against dam vibration mode shown in the spectral analyses of recorded earthquake motions. Oya Dam, which is a rockfill dam, is located 48 km from the epicenter. The amount of seepage through the impervious earth core changed due to the earthquake and the monitored data was evaluated. Earthquake-induced settlement was 25 mm at the crest of the maximum cross section. The amount of settlement was evaluated and compared with cases of other embankment dams in Japan and other countries and regions, through the relationship between crest settlement and peak horizontal acceleration at dam foundations. Besides the above, Oya Dam was struck by a large earthquake of Mj 6.6 in 1993, just after completion. The performance of the dam during the two large earthquakes was compared.
ページの先頭へ

この画面を閉じる

Copyright (C) 2022 Independent Administrative Institution Public Works Research Institute