抄録
The tsunami generated by the 2011 off the Pacific Coast of Tohoku earthquake caused massive damage to coastal dikes. In order to protect human lives and properties from tsunami, the tenacity of coastal dikes should be improved to secure sufficient time for evacuating residence. In this study, clay or lean cement mixed soil are used for embankment materials. The embankment materials of coastal dikes that can enhance its tenacity are investigated by means of both laboratory experiments and numerical simulations. It was cleared quantitatively from laboratory experiments that tenacity of coastal dikes was improved by using clay or cement mixed sand for embankment materials. In addition, the results from numerical simulations show that the coupled fluid-sediment interaction model considering clay cohesion has possibilities of evaluating the tenacity of coastal dikes composed of clay mixed sand.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | Coastal Structures and Solutions to Coastal Disasters 2015 |
| ホスト出版物のサブタイトル | Tsunamis - Proceedings of the Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015 |
| 出版者 | American Society of Civil Engineers (ASCE) |
| ページ | 118-127 |
| ページ数 | 10 |
| ISBN（電子版） | 9780784480311 |
| DOI | |
| 出版物ステータス | Published - 2015 1 1 |
| 外部発表 | Yes |
| イベント | Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015 - Boston, United States 継続期間: 2015 9 9 → 2015 9 11 |
Other
| Other | Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015 |
|---|---|
| 国 | United States |
| 市 | Boston |
| 期間 | 15/9/9 → 15/9/11 |
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ASJC Scopus subject areas
- Ocean Engineering
- Civil and Structural Engineering
- Modelling and Simulation
これを引用
A Study on the Tenacity of Coastal Dikes Constructed by Clay and Lean Cement Mixed Soil against Tsunami Overflow. / Honda, Takahide; Oda, Yukinobu; Ito, Kazunori; Ishii, Hiroyasu; Takabatake, Tomoyuki.
Coastal Structures and Solutions to Coastal Disasters 2015: Tsunamis - Proceedings of the Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers (ASCE), 2015. p. 118-127.研究成果: Conference contribution
}
TY - GEN
T1 - A Study on the Tenacity of Coastal Dikes Constructed by Clay and Lean Cement Mixed Soil against Tsunami Overflow
AU - Honda, Takahide
AU - Oda, Yukinobu
AU - Ito, Kazunori
AU - Ishii, Hiroyasu
AU - Takabatake, Tomoyuki
PY - 2015/1/1
Y1 - 2015/1/1
N2 - The tsunami generated by the 2011 off the Pacific Coast of Tohoku earthquake caused massive damage to coastal dikes. In order to protect human lives and properties from tsunami, the tenacity of coastal dikes should be improved to secure sufficient time for evacuating residence. In this study, clay or lean cement mixed soil are used for embankment materials. The embankment materials of coastal dikes that can enhance its tenacity are investigated by means of both laboratory experiments and numerical simulations. It was cleared quantitatively from laboratory experiments that tenacity of coastal dikes was improved by using clay or cement mixed sand for embankment materials. In addition, the results from numerical simulations show that the coupled fluid-sediment interaction model considering clay cohesion has possibilities of evaluating the tenacity of coastal dikes composed of clay mixed sand.
AB - The tsunami generated by the 2011 off the Pacific Coast of Tohoku earthquake caused massive damage to coastal dikes. In order to protect human lives and properties from tsunami, the tenacity of coastal dikes should be improved to secure sufficient time for evacuating residence. In this study, clay or lean cement mixed soil are used for embankment materials. The embankment materials of coastal dikes that can enhance its tenacity are investigated by means of both laboratory experiments and numerical simulations. It was cleared quantitatively from laboratory experiments that tenacity of coastal dikes was improved by using clay or cement mixed sand for embankment materials. In addition, the results from numerical simulations show that the coupled fluid-sediment interaction model considering clay cohesion has possibilities of evaluating the tenacity of coastal dikes composed of clay mixed sand.
UR - http://www.scopus.com/inward/record.url?scp=85028582726&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85028582726&partnerID=8YFLogxK
U2 - 10.1061/9780784480311.012
DO - 10.1061/9780784480311.012
M3 - Conference contribution
AN - SCOPUS:85028582726
SP - 118
EP - 127
BT - Coastal Structures and Solutions to Coastal Disasters 2015
PB - American Society of Civil Engineers (ASCE)
ER -