Rchr
J-GLOBAL ID:201501044093361728   Update date: May. 25, 2020

Kamura Akiyoshi

Kamura Akiyoshi
Homepage URL  (1): http://soil1.civil.tohoku.ac.jp/
Research field  (2): Structural and seismic engineering ,  Geotechnical engineering
Papers (9):
  • Mingjin Jiang, Akiyoshi Kamura, Motoki Kazama. Undrained cyclic simple shear simulation of liquefiable granular particles subjected to large shear strains up to 100% by 3D DEM. Japanese Geotechnical Society Special Publication. 2020. 8. 3. 53-58
  • Akiyoshi Kamura, Motoki Kazama. Assessment of stiffness degradation of soil by in-situ cyclic loading using pressuremeter. 6th International Conference on Geotechnical and Geophysical Site Characterization. 2020. (accepted)
  • Go Kurihara, Akiyoshi Kamura, Tomohiro Mori. Machine learning scheme of the degree of liquefaction assessment only from the health monitoring device installed in individual wooden house. Geotechnics for Sustainable Infrastructure Development. 2019. 1099-1105
  • Mingjin Jiang, Akiyoshi Kamura, Motoki Kazama. Numerical study on liquefaction caused by Love wave strain condition by 3D Discrete Element Method. Geotechnics for Sustainable Infrastructure Development. 2019. 1073-1080
  • Tomomi Kaneko, Akiyoshi Kamura, Nobuharu Hikita. 3D-DEM analysis of soil loosening behavior between micro-piles focused on pile layout and spacing. Geotechnics for Sustainable Infrastructure Development. 2019. 1053-1059
more...
MISC (4):
  • Soumaya ADDOU, Akiyoshi KAMURA, Jongkwan KIM, Motoki KAZAMA. Spatial variability of liquefaction and post-liquefaction properties of hydraulic fill sampled from a reclaimed site. The 15th Japan Earthquake Engineering Symposium. 2018. 2349-2358
  • 加村晃良, 渦岡良介, 仙頭紀明, 風間基樹. 多孔質・有限変形理論に基づいた不飽和地盤の動的有限要素解析. 地盤工学研究発表会発表講演集. 2007. 42nd. 1727-1728
  • 渦岡良介, 加村晃良, 仙頭紀明, 風間基樹. 不飽和地盤の動的・有限変形問題に対する有限要素解析. 計算工学講演会論文集. 2007. 12. 2. 523-526
  • 加村晃良, 清水友子, 渦岡良介, 仙頭紀明, 風間基樹. 液状化時の最小有効応力とその後の体積変形特性. 地盤工学研究発表会発表講演集. 2006. 41st. 431-432
Lectures and oral presentations  (6):
  • Risk assessment of cut slope failure due to heavy rainfall by machine learning -Case study on expressway in Japan based on actual damage experiences-
    (The Second Eurasian CONFERENCE RISK-2020 2020)
  • Cut slope damage of expressway caused by heavy rainfall in Tohoku district, Japan
    (The 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Taiwan 2019)
  • Seismic shear behavior of clayey volcanic soil in residential area damaged by the 2016 Kumamoto earthquakes in Japan
    (the 7th lnternational Conference on Earthquake Geotechnical Engineering (VII ICEGE) in Roma, Italy 2019)
  • Comparative study of liquefaction and post-liquefaction properties of original and reconstituted soil of a hydraulic fill sampled from a reclaimed site
    (the 7th lnternational Conference on Earthquake Geotechnical Engineering (VII ICEGE) in Roma, Italy 2019)
  • An advantage of the evaluation of liquefaction resistance of soils based on the normalized dissipation energy
    (International Workshop on Geotechnical Natural Hazards - the 8th Japan-Taiwan Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall 2018)
more...
Education (3):
  • - 2018 Tohoku University Graduate School of Engineering Department of Civil and Environmental Engineering
  • - 2007 Tohoku University Graduate School of Engineering Department of Civil and Environmental Engineering
  • - 2005 Tohoku University Faculty of Engineering
Work history (2):
  • 2018/05 - 現在 Tohoku University
  • 2015/04 - National Institute of Technology, Fukushima College
Awards (1):
  • 2019/11 - (学生の受賞)GEOTEC HANOI 2019 Top20 young scientist
Association Membership(s) (4):
JAPAN SOCIETY FOR NATURAL DISASTER SCIENCE ,  THE JAPANESE GEOTECHNICAL SOCIETY ,  JAPAN SOCIETY OF CIVIL ENGINEERS ,  ISSMGE
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