Effect to the Compression Characteristics of Gabions due to Different Types of Filling Material and Steel Wire Mesh

Author:

NAKAZAWA Hiroshi1,SUETSUGU Daisuke2,HARA Tadashi3,KURIHARA Hiroyuki4,NISHI Tsuyoshi5

Affiliation:

1. Department of Civil Engineering, Shizuoka Institute of Science and Technology

2. University of Miyazaki

3. Kochi University

4. Kurihara Kenzai Sangyou Co., Ltd.

5. Construction Project Consultants, Inc.

Publisher

Society of Materials Science, Japan

Reference12 articles.

1. 1) E.g., “Knowledge of gabions”, Ed. Japan River Association (1963) Public Interest Incorporated Association of Nationwide Disaster Prevention.

2. 2) Japan Jakago Association, “Construction method guidance and explanations” (2023).

3. 3) T. Kokusho, T. Ishizawa and T. Hara, “Slope failures during the 2004 Niigataken Chuetsu earthquake in Japan”, Earthquake Geotechnical Case Histories for Performance-Based Design, pp.47-70 (2009).

4. 4) H. Nakazawa, S. Manandhar, T. Hara, D. Suetsugu, K. Kuribayashi, T. Nishi, T. Sakuraba, T. Kariya, Y. Kochi and Hazarika, “Report on damages caused by the 2015 Nepal Gorkha earthquake”, JAEE International Symposium on Earthquake Engineering, P-2-36, 9p (2015).

5. 5) T. Hara, D. Suetsugu, S. Manandhar, H. Nakazawa, K. Kuribayashi, T. Nishi, T. Sakuraba, T. Kariya, Y. Kochi and H. Hazarika, “Damage survey on gabion structures in the 2015 Nepal Gorkha Earthquake -Outline of survey-“, 51st Japan National Conference on Geotechnical Engineering, pp.1657-1658 (2016).

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