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APPLICATION OF DRAG MODEL ON SPH-DEM COUPLING ANALYSIS METHOD FOR THE FAILURE SIMULATION OF RUBBLE MOUND FOUNDATION AT A CAISSON BREAKWATER DURING TSUNAMI

机译：在海啸期间，在CASSON防波堤下瓦砾土墩基础失效模拟SPH-DEM耦合分析方法的应用

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Tetsuya IWAMOTO; Hitoshi NAKASE; Daisuke NISHIURA; Kazuhiro TSURUGASAKI; Junji MIYAMOTO; Junji KIYONO;
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年度 2015
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正文语种 jpn
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2. Application of a VARANS based resistance-type porosity model on simulating wave interactions with perforated caisson sitting on a rubble-mound foundation [J] . P. Zhao, D. Sun, H. Wu Oceanographic Literature Review . 2021,第7期

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3. Method for Quick Assessment of Caisson Breakwater Failure due to Tsunamis: Retrospective Analysis of Data from the 2011 Great East Japan Earthquake and Tsunami [J] . Takagi Hiroshi Coastal Engineering Journal . 2015,第3期

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4. Analysis of Rubble Mound Foundation Failure of a Caisson Breakwater Subjected to Tsunami Attack [C] . Miguel Esteban, Nguyen Danh Thao, Hiroshi Takagi, ISOPE-2008;International offshore and polar engineering conference . 2008

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7. EXPERIMENTAL EXAMINATION TO A CHARACTERISTIC OF RUBBLE IS USED IN THE FOUNDATION MOUND FOR A CAISSON TYPE BREAKWATER [O] . Sokichi Kaji, Kiyotaka Suda, Takaya Takimoto 1998

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APPLICATION OF DRAG MODEL ON SPH-DEM COUPLING ANALYSIS METHOD FOR THE FAILURE SIMULATION OF RUBBLE MOUND FOUNDATION AT A CAISSON BREAKWATER DURING TSUNAMI

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