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STUDY ON DAMAGE MECHANISM OF ARMOR BLOCKS OF A COASTAL DIKE DUE TO TSUNAMI OVERFLOW

机译：海啸溢流引起的沿海堤防块损伤机制研究

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Tomoaki NAKAMURA; Ryo MINEURA; Norimi MIZUTANI;
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年度 2015
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1. Estimation of hydrodynamic forces acting on concrete blocks of toe protection works for coastal dikes by tsunami overflows [J] . Yoshida Keisuke, Maeno Shiro, Iiboshi Tomihiro, Applied Ocean Research . 2018,第期

机译：海啸溢流沿海堤防作用作用对脚趾保护混凝土砌块的流体动力估算
2. Estimation of hydrodynamic forces acting on concrete blocks of toe protection works for coastal dikes by tsunami overflows [J] . Yoshida Keisuke, Maeno Shiro, Iiboshi Tomihiro, Applied Ocean Research . 2018,第期

机译：海啸溢流沿海堤防作用作用对脚趾保护混凝土砌块的流体动力估算
3. Geogrid-based countermeasures against scour behind coastal dikes under tsunami overflow [J] . Takegawa Naoki, Sawada Yutaka, Kawabata Toshinori Ecological restoration . 2020,第1期

机译：海啸溢流下沿海堤坝后面冲刷的基于地理基于的对策
4. STUDY FOR STABILITY OF ARMOR CNCRETE BLOCKS COVERING COASTAL DIKES FOR OVERFLOW IN TSUNAMI [C] . KUNIAKI OI, KENJIROU HAYASHI, TSUYOSI TADA, IAHR World Congress . 2016

机译：海啸覆盖沿海堤坝覆盖沿海堤坝的铠装混凝土砌块的稳定性研究
5. Experiments and numerical modeling of wave overtopping and overflow on dikes. [D] . Farhadzadeh, Ali. 2009

机译：堤坝上的波超和溢流的实验和数值模拟。
6. Experimental Study on Tsunami Risk Reduction on Coastal Building Fronted by Sea Wall [O] . Sadia Rahman, Shatirah Akib, M. T. R. Khan, -1

机译：海堤临海建筑物降低海啸风险的实验研究。
7. Study on Mechanism of Local Scouring and Stability of Armor Blocks against Tsunami Flowing over a Coastal Dike [O] . Tomoaki NAKAMURA, Yuta NEZASA, Yasuo KOTAKE, 2014

机译：沿海堤防流动海啸局部防晒块稳定性的研究
8. National Program for Inspection of Non-Federal Dams. Norumbega Reservoir Dam and Dikes, Norumbega Reservoir Dam and East Dike (MA 00782) Dike 2 and Dike 3 (MA 01208) Dike 4 (MA 01209), Massachusetts Coastal Area, Weston, Massachusetts. Phase 1 Inspection Report. [R] . 1980

机译：国家非联邦大坝检查计划。 Norumbega水库大坝和堤坝，Norumbega水库大坝和East Dike（ma 00782）Dike 2和Dike 3（ma 01208）Dike 4（ma 01209），马萨诸塞州沿海地区，马萨诸塞州韦斯顿。第1阶段检验报告。

STUDY ON DAMAGE MECHANISM OF ARMOR BLOCKS OF A COASTAL DIKE DUE TO TSUNAMI OVERFLOW

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