Effect of Partial Solidification of Rubble Mound on Suppressing the Inclination of Wide Caisson Breakwater under Monotonic Loading

Authors

Takehiko Kobayashi (ORCID: https://orcid.org/0000-0003-2085-4292)
Kenichi MAEDA (ORCID: https://orcid.org/0000-0001-9447-9910)
Tatsuya MATSUDA (ORCID: https://orcid.org/0000-0002-1998-0382)
Junji Miyamoto (ORCID: https://orcid.org/0009-0009-0648-2091)
Naoto NAITO (ORCID: https://orcid.org/0000-0002-6815-9873)
Ryoya MAKINO
Ayumu TAKEHARA

Institutions

Toyohashi University of Technology (JP)
Nagoya Institute of Technology (JP)
Toyo Engineering (Japan) (JP)

Publication Details

Journal: Japanese Geotechnical Journal
Published: 2025-02-28
DOI: https://doi.org/10.3208/jgs.20.205
Citations: 2
Primary Topic: Coastal and Marine Dynamics
Type: article
Field-Weighted Citation Impact: 3.34

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article

Effect of Partial Solidification of Rubble Mound on Suppressing the Inclination of Wide Caisson Breakwater under Monotonic Loading

Takehiko Kobayashi, Kenichi MAEDA, Tatsuya MATSUDA, Junji Miyamoto et al.

Feb 28, 2025

2 citations

Japanese Geotechnical Journal

Coastal and Marine Dynamics

3.34

article

Effect of Partial Solidification of Rubble Mound on Suppressing the Inclination of Wide Caisson Breakwater under Monotonic Loading

Takehiko Kobayashi, Kenichi MAEDA, Tatsuya MATSUDA, Junji Miyamoto, Naoto NAITO, Ryoya MAKINO, Ayumu TAKEHARA

February 28, 2025article en

2 citations

Abstract

No abstract available for this paper.

Japanese Geotechnical JournalVol. 20(1)

Toyohashi University of Technology (JP), Nagoya Institute of Technology (JP), Toyo Engineering (Japan) (JP)

Clean water and sanitation

Openalex Percentile: Top 11%

Coastal and Marine Dynamics

3.34

DOI Open Access PDF OpenAlex

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