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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

Research Project

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Project/Area Number 15K18123
Research Category

Grant-in-Aid for Young Scientists (B)

Allocation TypeMulti-year Fund
Research Field Hydraulic engineering
Research InstitutionKyoto University

Principal Investigator

Ikari Hiroyuki  京都大学, 工学研究科, 助教 (80554196)

Project Period (FY) 2015-04-01 – 2017-03-31
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.

Free Research Field

水工学

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Published: 2018-03-22  

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