Effects of Roughness of an Embankment Slope or Application of a Geo-Grid or Moat on Scouring Phenomena Downstream of an Embankment
Author:
Funder
Japan International Cooperation Center
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-022-07161-1.pdf
Reference61 articles.
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2. Igarashi, Y.; Tanaka, N.: Effectiveness of a compound defense system of sea embankment and coastal forest against a tsunami. Ocean. Eng. 151, 246–256 (2018). https://doi.org/10.1016/j.oceaneng.2018.01.036
3. Zaha, T.; Tanaka, N.; Kimiwada, Y.: Flume experiments on optimal arrangement of hybrid defense system comprising an embankment, moat, and emergent vegetation to mitigate inundating tsunami current. Ocean Eng 173, 45–57 (2019). https://doi.org/10.1016/j.oceaneng.2018.12.054
4. Kanjanakaroon, P.; Ekkawatpanit, C.; Wongsa, S., et al.: A comparative study of embankment breach parameters in different breach locations. J. Hydro-Environ. Res. 29, 59–69 (2019). https://doi.org/10.1016/j.jher.2019.12.001
5. Kato F, Suwa Y, Watanabe K, Hatogai S (2012) Mechanisms of coastal dike failure induced by the Great East Japan Earthquake Tsunami. In: Proceedings of the Coastal Engineering Conference
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