Influence of Permeability of Rubble Mound on the Erosion Process in a Seabed under Breakwater due to a Tsunami-Reference-Cited by-同舟云学术

Influence of Permeability of Rubble Mound on the Erosion Process in a Seabed under Breakwater due to a Tsunami

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Matsuda Tatsuya¹^ORCID,Maeda Kenichi²^ORCID,Miyamoto Junji³,Tsurugasaki Kazuhiro³,Sumida Hiroko⁴

Affiliation:

1. Associate Professor, Dept. of Architecture and Civil Engineering, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tenpaku-cho, Toyohashi, Aichi 441-8580, Japan (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya, Aichi 466-8555, Japan. ORCID: .

3. Chief, Naruo Technical Research Institute, Toyo Construction Co., Ltd., 1-25-1 Naruohama, Nishinomiya, Hyogo 663-8142, Japan.

4. Research Engineer, Dept. of Civil Engineering, Toyo Construction Co., Ltd., 1-105, Kandajimbocho, Chiyoda-ku, Tokyo 101-0051, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002483

Reference28 articles.

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3. STUDY ON HYDRAULIC RESISTANCE AND BED-LOAD TRANSPORT RATE IN ALLUVIAL STREAMS

4. Baquerizo, A., and M. Losada. 1998. “Sediment transport around a mound breakwater: The toe erosion problem.” In Coastal Engineering, edited by B. L. Edge, 1702–1729. Reston, VA: ASCE.

5. Erosion Function Apparatus for Scour Rate Predictions

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