関口 秀雄 | Department Of Civil Engineering Kanazawa Universtity
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概要
関連著者
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関口 秀雄
Department Of Civil Engineering Kanazawa Universtity
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関口 秀雄
Professor Disas. Prev. Res. Inst. Kyoto University Uji Kyoto 611-0011.
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関口 秀雄
京大 防災研
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関口 秀雄
Disaster Prevention Reseach Institute Kyoto University
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関口 秀雄
京都大
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北 勝利
Lecturer, Tokai University, Shimizu, Shizuoka.
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北 勝利
Lecturer Tokai University Shimizu Shizuoka.
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岡本 修
Engineer, National Land Agency, Yokohama, Kanagawa.
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北 勝利
Disaster Prevention Research Institute, Kyoto University
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岡本 修
Ministry of Transport
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関口 秀雄
Disaster Prevention Research Institute Kyoto University
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岡本 修
Engineer National Land Agency Yokohama Kanagawa.
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鳥井原 誠
Ohbayashi-gumi Ltd.
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関口 秀雄
京都大学防災研究所
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西田 義親
Department of Civil Engineering, Kanazawa University
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松本 樹典
Department of Civil Engineering, Kanazawa University,
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村山 朔郎
Disaster Prevention Research Institute, Kyoto University
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上田 貴夫
Takenaka Technical Research Laboratory
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松本 樹典
Department Of Civil Engineering Kanazawa University
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鳥井原 誠
(株)大林組
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鳥井原 誠
Ohbayashi-gumi, Ltd.,
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北 勝利
京都大学防災研究所地震災害研究部門
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吉田 寛
Civil Engineer, Japan Railway
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北 勝利
Research Associate, Department of Civil Engineering, Kyoto University
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大槇 正紀
National Institute Of Fisheries Engineering Fisheries Agency
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吉田 寛
Civil Engineer Japan Railway
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柴田 徹
Disaster Prevention Research Institute of Kyoto University
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行友 宏
Engineering Division, Kawasaki Steel Corp.,
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行友 宏
Engineering Division Kawasaki Steel Corp.
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西田 義親
Department Of Civil Engineering Kanazawa University
著作論文
- RESPONSE OF PORO-ELASTOPLASTIC BEDS TO STANDING WAVES
- THEORY OF UNDRAINED CREEP RUPTURE OF NORMALLY CONSOLIDATED CLAY BASED ON ELASTO-VISCOPLASTICITY
- ANALYSIS OF PARTIALLY-DRAINED TRIAXIAL TESTING OF CLAY
- 粘土の動的弾性係数に関する理論的考察
- 粘土のクリープ破壊について
- 超軟弱粘土のレオロジー特性
- 非線形粘弾性理論に基づく飽和粘土のレオロジー特性の解析
- FLOW CHARACTERISTICS OF CLAYS
- A STUDY OF THE STRESS-STRAIN-TIME BEHAVIOR OF SATURATED CLAYS BASED ON A THEORY OF NONLINEAR VISCOELASTICITY
- RESPONSE OF PORO-ELASTOPLASTIC BEDS TO STANDING WAVES
- 軟岩の吸水膨張に関する一考察
- 超軟弱粘土のレオロジー特性
- FLOW CHARACTERISTICS OF CLAYS
- 一次元圧密における粘土のレオロジー挙動(『土質工学会論文報告集』Vol.16,No.1(1976年3月発行)掲載論文の概要)
- THEORY OF ONE-DIMENSIONAL CONSOLIDATION OF CLAYS WITH CONSIDERATION OF THEIR RHEOLOGICAL PROPERTIES
- SIGNIFICANCE OF TWO-POINT STRAIN MEASUREMENT IN SPT
- OVERTURNING OF CAISSONS BY STORM WAVES
- MODEL TEST AND ANALYSIS OF NEGATIVE FRICTION ACTING OF PILES