Researchers

OHNO Shiro

OHNO Shiro
Lecturer
Faculty Major in Community Design, Department of Applied Sociology / Graduate School of Interdisciplinary Human Studies
Researchmap https://researchmap.jp/ohno46

Education and Career

Academic & Professional Experience

  • 2003 - 2005 , Kindai University Faculty of Science and Engineering 助手

Research Activities

Research Areas

  • Social infrastructure (civil Engineering, architecture, disaster prevention), Geotechnical engineering

Research Interests

支持力, 粒子破砕, 破壊モード, 圧縮性, 砂, 先端支持力, 初期応力, 破砕性, 杭, 固結度, 透水性, 個別要素法, 遠心力装置, AE, 一次元圧縮, 側方応力, グラウト, 土粒子硬さ, リングカット工法, 三軸

Conference Activities & Talks

  1. Analytical assessment of tunnel face stability , 久武 勝保; 大野 司郎; 伊賀上英伸; 木村正樹; 鳥 , 第13 回トンネル工学研究発表会（東京） , Nov. 2003

MISC

  1. CENTRIFUGAL MODEL TESTS FOR THE LINING STABILITY OF A TUNNEL WITH OR WITHOUT AN INVERT , 久武 勝保; 大野 司郎; 大前 幸寛 , PROCEEDINGS OF TUNNEL ENGINEERING, JSCE , 67 , 3 , 1 , 8 , Nov. 2011
    Summary:Centrifugal model tests are conducted to clarify the effects of an invert on the lining stability of a tunnel. The pressure which is provided by compressed air within a rubber bag is given in the ground surface under the centrifugal acceleration state. Displacements of the lining and the ground are recorded on digital video tape, and the displacements and shear strains are analyzed by a picture analysis system. The stability of the lining and the development of shear strain of the ground are compared between the cases with and without the invert. Quantitative effects of the invert on the lining stability is made clear.
  2. effects of the ring-cut excavation method on the restraint of the ground settlements ahead of a tunnel face , 久武 勝保; 大野 司郎; 片山 達章 , Journal of Japan Society of Civil Engineers Ser. F1 Tunnel engineering , 66 , 1 , 41 , 48 , Nov. 2010
  3. 木質系材料からのバイオプラスチックの製造とその基礎的性状 , 麓 隆行; 平山卓志; 大野 司郎 , 木材利用研究論文報告集9 , 120 , 127 , Aug. 2010

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Awards & Honors

  1. 平成15年度地盤工学会 事業企画賞受賞（幹事グループ：代表者）