岡 二三生 | Department Of Civil Engineering Gifu University

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• 同名の論文著者
• Department Of Civil Engineering Gifu Universityの論文著者

関連著者

• 岡 二三生

  Department Of Civil Engineering Gifu University

• 岡 二三生

  Kyoto University

• 岡 二三生

  Department of Civil Engineering, Gifu University

• 岡 二三生

  京都大学

• Oka Fusao

  Department Of Civil Engineering Division Of Geotechnical Engineering Graduate School Of Engineering

• 八嶋 厚

  岐阜大学

• 八嶋 厚

  岐阜大学工学部

• 八嶋 厚

  Department of Civil Engineering, Gifu University

• 岡 一二生

  京都大学

• 足立 紀尚

  Kyoto Univ.:geo-institute

• 橋本 正

  (株)地域地盤環境研究所

• 橋本 正

  Osaka Geo-Research Institute, 4-3-2 Itachibori, Nishi-ku, Osaka 550-0012.

• 木本 小百合

  京都大学大学院工学研究科社会基盤工学専攻

• 張 鋒

  Gifu University

• 赤井 浩一

  (財)大阪土質試験所 : 京都大学

• Zhang Feng

  Gifu University

• 張 鋒

  River Bsin Research Center, Gifu University

• 後藤 尚男

  京大 防災研

• Zhang Feng

  Dept. Of Civil Engineering Gifu University

• Hashimoto Tadashi

  Geo-research Institute Osaka Soil Test Laboratory

• Zhang Feng

  Department Of Civil Engineering Gifu University

• 橋本 正

  Osaka Geo-research Institute 4-3-2 Itachibori Nishi-ku Osaka 550-0012.

• 三村 衛

  京都大学

• 雨宮 松雄

  Kawasaki Geological Engineering Co., Ltd.

• 足立 紀尚

  School of Civil Engineering, Kyoto University

• 平田 武弘

  Osaka City Transportation Promotion Corporation

• 長屋 淳一

  Osaka Geo-Institute

• 三村 衛

  Disaster Prevention Institute of Kyoto University

• PRADHAN TEJ

  Department of Civil Engineering, Yokohama National University

• 尾崎 仁美

  Engineer Road Construction Division Greenification And Public Works Bureau

• 雨宮 松雄

  Kawasaki Geological Engineering Co. Ltd.

• 木元 小百合

  Department of Civil and Earth Resources Engineering, Kyoto University

• 古林 秀之

  東日本旅客鉄道(株)

• 木本 小百合

  Department of Civil Engineering, Kyoto University

• 古林 秀之

  Kyoto University

• 足立 紀尚

  Department of Civil Engineering, Division of Geotechnical Engineering, Graduate School of Engineerin

• 岡 二三生

  京都大学院

• Leroueil Serge

  Department Of Civil Engineering Laval University

• 関口 宏二

  Applied Technology Research Center Nkk Corporation

• 関口 宏二

  Department of Transportation Engineering, Kyoto University

• 後藤 尚男

  Department of Transportation Engineering, Kyoto University

• 足立 紀尚

  Ge-Research Institute

• 葉 冠林

  PhD candidate, Department of Civil Engineering, River Basin research Center, Gifu University

• 足立 紀尚

  Geo-Researc Institute

• TAVENAS FRANCOIS

  Vice-Principal, McGill University

• LEROUEIL S.

  Department of Civil Engineering, Laval University

• TAVENAS F.

  Department of Civil Engineering, Laval University

• VARDOULAKIS IOANNIS

  National University of Athens, Faculty of Applied Mathematics and Physics, Section of Mechanics, Lab

• Tavenas Francois

  Vice-principal Mcgill University

• 葉 冠林

  Phd Candidate Department Of Civil Engineering River Basin Research Center Gifu University

• Tavenas F.

  Department Of Civil Engineering Laval University

• Leroueil S.

  Department Of Civil Engineering Laval University

• Vardoulakis Ioannis

  National Technical University Of Athens

• Vardoulakis Ioannis

  National University Of Athens Faculty Of Applied Mathematics And Physics Section Of Mechanics Labora

• Pradhan Tej

  Department Of Civil Engineering Yokohama National University

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著作論文

• APPLICATION OF LAVAL TYPE LARGE DIAMETER SAMPLER TO SOFT CLAY IN JAPAN
• STRESS-STRAIN BEHAVIOR AND YIELDING CHARACTERISTICS OF EASTERN OSAKA CLAY
• ANISOTROPIC BEHAVIOR OF SOFT SEDIMENTARY ROCK AND A CONSTITUTIVE MODEL
• 扇状砂地盤の液状化解析
• Constitutive Theory for Soild-Fluid Mixture and Its Application to Stress Wave Propagation through Cohesive Soil(二相混合体の構成理論と粘性土中の応力波伝播への適用)
• Thermodynamic Theory of Inelastic Materials and Its Application to Stress Wave Propagation in Cohesive Soil : 粘性土中の応力波伝播
• A METHOD OF ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION OF HORIZONTALLY LAYERED SAND DEPOSITS
• NUMERICAL SIMULATION OF PROGRESSIVE FAILURE IN CUT SLOPE OF SOFT ROCK USING A SOIL-WATER COUPLED FINITE ELEMENT ANALYSIS
• AN ELASTOPLASTIC STRAIN-HARDENING AND STRAIN-SOFTENING CONSTITUTIVE MODEL FOR SOFT ROCK CONSIDERING THE INFLUENCE OF INTERMEDIATE STRESS
• An Elasto-Viscoplastic Model for Clay Considering Destructuralization and Consolidation Analysis of Unstable Behavior (IWS-ATHENS 2003「地盤力学における予測とシュミレーション手法」特集号)
• 弾塑性構成式を用いた浸透破壊解析法とその応用
• A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
• 2相混合体理論からみた有効応力の定義について
• 二相混合体の構成理論と粘性土中の応力汲伝播への適用〔英文〕
• 粘性土中の応力波伝播〔英文〕
• ひずみ軟化を考慮した自然粘土の構成モデル(『土質工学会論文報告集』Vol. 29,No.3 (1989年9月発行)掲載論文の概要)
• A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
• FOREWORD

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