| Project/Area Number |
25289147
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Partial Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | The University of Tokushima |
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Principal Investigator |
Uzuoka Ryosuke 徳島大学, ソシオテクノサイエンス研究部, 教授 (40333306)
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| Co-Investigator(Kenkyū-buntansha) |
HARA Tadashi 高知大学, 自然科学系, 教授 (80407874)
SENTO Noriaki 日本大学, 工学部, 准教授 (40333835)
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| Co-Investigator(Renkei-kenkyūsha) |
OKAMURA Mitsu 愛媛大学, 理工学研究科, 教授 (50251624)
YAMANAKA Minoru 香川大学, 工学部, 教授 (50264205)
YAMAKAWA Yuki 東北大学, 工学研究科, 准教授 (80324010)
SUZUKI Hisashi 徳島大学, 大学院ソシオテクノサイエンス研究部, 准教授 (80154574)
UENO Katsutoshi 徳島大学, 大学院ソシオテクノサイエンス研究部, 准教授 (70232767)
MUTO Yasunori 徳島大学, 大学院ソシオテクノサイエンス研究部, 教授 (40263157)
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| Research Collaborator |
IKAMI Yasuhiro
RYU Jinseok
DAIKOKU Yuki
KAWASAKI Takamasa
ITO Kei
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| Project Period (FY) |
2013-04-01 – 2016-03-31
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| Project Status |
Completed (Fiscal Year 2015)
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| Budget Amount *help |
¥17,420,000 (Direct Cost: ¥13,400,000、Indirect Cost: ¥4,020,000)
Fiscal Year 2015: ¥5,330,000 (Direct Cost: ¥4,100,000、Indirect Cost: ¥1,230,000)
Fiscal Year 2014: ¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2013: ¥8,060,000 (Direct Cost: ¥6,200,000、Indirect Cost: ¥1,860,000)
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| Keywords | 堤防 / 地震 / 耐浸透性能 / 耐越流性能 |
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| Outline of Final Research Achievements |
During the 2011 off the Pacific coast of Tohoku earthquake, coast and river levees caught the influence of external force by tsunami as well as earthquake. However there were few studies on seepage and overtopping performance of damaged levees after earthquake against tsunami and rainfall. In this study, we investigated seepage performance of deformed levees after shaking and evaluated durability of deformed levee under plural external forces such as earthquake and tsunami using centrifugal model tests and numerical simulations. We examined the effects of some experimental parameters such as input motions and water rising velocity on the seepage performance. The centrifugal model tests showed that seismic deformation changed the seepage performance of levees, and progressive failure during seepage might occur at the downstream side of levee slope. The numerical simulations showed that factors except for configuration change might affect the seepage performance of deformed levee.
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