File:Example of new coastal embankment and breakwater.jpg
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English: Source: Anawat Suppasri, Panon Latcharote, Jeremy D. Bricker, Natt Leelawat, Akihiro Hayashi, Kei Yamashita, Fumiyasu Makinoshima, Volker Roeber, Fumihiko Imamura: "Improvement of Tsunami Countermeasures Based on Lessons from The 2011 Great East Japan Earthquake and Tsunami — Situation After Five Years", Coastal Engineering Journal, 58, (4), 2016, pp. 1640011-1 - 1640011-30, DOI:10.1142/S0578563416400118, First published on 27. October 2016. Published under the License : Creative-Commons Attribution 4.0 International (CC BY 4.0)): https://creativecommons.org/licenses/by/4.0/. Here p. 1640011-12, Fig. 2. ("Example of new coastal embankment and breakwater (Adapted from MLIT [2013b] and the Port and Airport Research Institute [2011])".
Context as given in the source mentioned above: "New nebaritsuyoi embankments (Fig. 2) have three principal differences from their pre-tsunami counterparts: strengthened heel construction, strengthened crest and landside slope armor, and strengthened joints between armor sections [MLIT, 2013b]." |
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| Source | Anawat Suppasri, Panon Latcharote, Jeremy D. Bricker, Natt Leelawat, Akihiro Hayashi, Kei Yamashita, Fumiyasu Makinoshima, Volker Roeber, Fumihiko Imamura: "Improvement of Tsunami Countermeasures Based on Lessons from The 2011 Great East Japan Earthquake and Tsunami — Situation After Five Years", Coastal Engineering Journal, 58, (4), 2016, pp. 1640011-1 - 1640011-30, DOI:10.1142/S0578563416400118, Published under the License : Creative-Commons Attribution 4.0 International (CC BY 4.0)): https://creativecommons.org/licenses/by/4.0/. Here p. 1640011-12, Fig. 2. ("Example of new coastal embankment and breakwater (Adapted from MLIT [2013b] and the Port and Airport Research Institute [2011])". |
| Author | Anawat Suppasri, Panon Latcharote, Jeremy D. Bricker, Natt Leelawat, Akihiro Hayashi, Kei Yamashita, Fumiyasu Makinoshima, Volker Roeber, Fumihiko Imamura: "Improvement of Tsunami Countermeasures Based on Lessons from The 2011 Great East Japan Earthquake and Tsunami — Situation After Five Years", Coastal Engineering Journal, 58, (4), 2016, pp. 1640011-1 - 1640011-30, DOI:10.1142/S0578563416400118, Published under the License : Creative-Commons Attribution 4.0 International (CC BY 4.0)): https://creativecommons.org/licenses/by/4.0/. Here p. 1640011-12, Fig. 2. ("Example of new coastal embankment and breakwater (Adapted from MLIT [2013b] and the Port and Airport Research Institute [2011])". Adapted from: (Japanese) Ministry of Land, Infrastructure, Transport and Tourism (MLIT), Port and Airport Research Institute (PARI). |
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
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| current | 07:35, 2 August 2018 | | 1,441 × 1,136 (242 KB) | Anglo-Araneophilus~commonswiki (talk | contribs) | {{Information |description ={{en|1=Source: Anawat Suppasri, Panon Latcharote, Jeremy D. Bricker, Natt Leelawat, Akihiro Hayashi, Kei Yamashita, Fumiyasu Makinoshima, Volker Roeber, Fumihiko Imamura: "Improvement of Tsunami Countermeasures Based on Lessons from The 2011 Great East Japan Earthquake and Tsunami — Situation After Five Years", Coastal Engineering Journal, 58, (4), 2016, pp. 1640011-1 - 1640011-30, DOI:10.1142/S0578563416400118, First published on 27. October 2016. Published unde... |
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