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J-GLOBAL ID：202002214698535387   Reference number：20A0108489

Problems in Earthquake Resistance Evaluation of Gabion Retaining Wall Based on Shake Table Test with Full-Scale Model

実物大モデルを用いた振動台試験に基づく蛇篭擁壁の耐震性評価における問題

Author (8)： Nakazawa Hiroshi (Earthquake Disaster Mitigation Research Division, National Research Institute for Earth Science and Disaster Resilience (NIED)) ,  Usukura Kazuya (Eight-Japan Engineering Consultants Inc. (EJEC)) ,  Hara Tadashi (Kochi University) ,  Suetsugu Daisuke (University of Miyazaki) ,  Kuribayashi Kentaro (Eight-Japan Engineering Consultants Inc. (EJEC)) ,  Nishi Tsuyoshi (Construction Project Consultants Inc.) ,  Kimura Shun (Eight-Japan Engineering Consultants Inc. (EJEC)) ,  Shimomura Shoji (Daioh Shinyo Co., Ltd.)
Material： Journal of Disaster Research  (J Disaster Res)
Volume： 14  Issue： 9  Page： 1154-1169(J-STAGE)  Publication year： 2019 
JST Material Number： F1399A  ISSN： 1881-2473  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *shaking table test ,  appearance inspection ,  *retaining wall ,  *civil engineering structure ,  large earthquake ,  mountainous region ,  stability analysis ,  *earthquake resistance ,  performance evaluation ,  Federal Democratic Republic of Nepal ,  gabion ,  stone-blocks retaining wall ,  April 2015 Nepal earthquake
Semi thesaurus term： Nepal earthquake

Author keywords (5)： gabion retaining wall ,  earthquake-resistant design ,  shake table test ,  trial wedge method ,  active collapse angle

JST classification (2)： Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P) ,  Natural disasters  (RA02030M)

Reference (19)：

• [1] Department of Urban Development and Building Construction, Ministry of Physical Planning and Works, Government of Nepal, “Mandatory Rules of Thumb Reinforced Concrete Buildings Without Masonry Infill,” Nepal National Building Code, NBC 205, 30pp., 1994.
• [2] T. Hara, H. Nakazawa, D. Suetsugu, K. Kuribayashi, T. Nishi, Y. Tadokoro, K. Miyoshi, and H. Zhang, “Field Survey on Damages of Gabion Structures Caused by the 2015 Nepal Gorkha Earthquake and Examination of Specific Measures for Earthquake Resistance Improvement,” J. of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), Vol.74, Issue 4, pp. I_586-I_597, 2018 (in Japanese).
• [3] H. Nakazawa, T. Hara, D. Suetsugu, T. Nishi, K. Kuribayashi, K. Miyoshi, and S. Shimomura, “Experimental Evaluation on Earthquake-Resistance of Road Retaining Wall Using Gabion,” J. Disaster Res., Vol.13, No.5, pp. 897-916, 2018.
• [4] H. Nakazawa, T. Hara, D. Suetsugu, T. Nishi, K. Kuribayashi, C. Zhang, H. Hazarika, K. Miyoshi, S. Shimomura, S. Kimura, K. Usukura, R. Shibahara, and K. Tabata, “Full-Scale Model Experiment and Development of Evaluation Method for Earthquake-Resistant Road Retaining Wall Using Gabions - Process Until Application of the Proposal Method from On-Site Damage Survey in Nepal Site -,” Technical Note of the National Research Institute for Earth Science and Disaster Resilience, No.426, 114pp., 2019 (in Japanese).
• [5] K. Watanabe, Y. Munaf, J. Koseki, M. Tateyama, and K. Kojima, “Behaviors of Several Types of Model Retaining Walls Subjected to Irregular Excitation,” Soils and Foundations, Vol.43, No.5, pp. 13-27, 2003.

Terms in the title (5)： モデル ,  振動台試験 ,  蛇篭 ,  擁壁 ,  耐震性評価