2016 Fiscal Year Final Research Report
Development of a numerical model for prediction of failure of a caisson breakwater due to a scouring induced by tsunami overtopping flow
Project/Area Number |
15K18123
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Research Category |
Grant-in-Aid for Young Scientists (B)
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Allocation Type | Multi-year Fund |
Research Field |
Hydraulic engineering
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Research Institution | Kyoto University |
Principal Investigator |
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Project Period (FY) |
2015-04-01 – 2017-03-31
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Keywords | ケーソン防波堤 / 越流洗掘型津波被災 / 数値シミュレーション / 粒子法 / 地盤変形 / 弾塑性モデル |
Outline of Final Research Achievements |
When a large-scaled tsunami attacks on a caisson breakwater, a tsunami overtopping flow falling on a mound or a sand bed can induce a scouring, a bearing capacity can be gradually lost, and then a caisson can overturn. In order to simulate this kind of failure process of a caisson breakwater, a numerical model is needed to have an ability for solving the interaction among a wave deformation, a caisson behavior and deformation of mound and sand bed. In this study, a numerical model satisfying this requirement is developed, and its applicability is examined.
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Free Research Field |
水工学
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