Kongsukprasert Lalana | Department Of Civil Engineering Tokyo University Of Science
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概要
関連著者
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Kongsukprasert Lalana
Department Of Civil Engineering Tokyo University Of Science
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Tatsuoka Fumio
Department Of Civil Engineering Tokyo University Of Science
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TATSUOKA FUMIO
Department of Civil Engineering, Tokyo University of Science
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KONGKITKUL WARAT
Department of Civil Engineering, King Mongkut's University of Technology Thonburi
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BENEDETTO HERVE
Departement Genie Civil et Batiment, Ecole Nationale des Travaux Publics de l'Etat
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Tatsuoka Fumio
Tokyo Univ. Sci. Jpn
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Benedetto Herve
Departement Genie Civil Et Batiment Ecole Nationale Des Travaux Publics De L'etat
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KONGSUKPRASERT LALANA
Department of Civil Engineering, University of Tokyo
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NISHI TAKAHIKO
Japan Railway Construction, Transport and Technology Agency
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SANO YUSUKE
Kyosei-kiko Co. Ltd.
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龍岡 文夫
Department of Civil Engineering, University of Tokyo.
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Kongsukprasert Lalana
Department Of Civil Engineering University Of Tokyo
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Sano Yusuke
Kyosei-kiko Co. Ltd.:department Of Civil Engineering Tokyo University Of Science
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Nishi Takahiko
Japan Railway Construction Transport And Technology Agency:department Of Civil Engineering Universit
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Kongkitkul Warat
Department Of Civil Engineering King Mongkut's University Of Technology Thonburi:tus
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龍岡 文夫
Dept. Of Civil Engineering University Of Tokyo
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Kongkitkul Warat
Department Of Civil Engineering King Mongkut's University Of Technology
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Kongkitkul Warat
King Mongkut's University Of Technology:department Of Civil Engineering Tokyo University Of Sci
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Kongsukprasert Lalana
Tokyo Univ. Sci. Jpn
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龍岡 文夫
Department of Civil Engineering, Tokyo University of Science
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BENEDETTO HERVE
Departement Genie Civil et Batiment, Ecole Nationale des Travaux Publics de l'Etat
著作論文
- MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL
- SMALL STRAIN STIFFNESS AND NON-LINEAR STRESS-STRAIN BEHAVIOUR OF CEMENT-MIXED GRAVELLY SOIL
- AGEING AND VISCOUS EFFECTS ON THE DEFORMATION AND STRENGTH CHARACTERISTICS OF CEMENT-MIXED GRAVELLY SOIL IN TRIAXIAL COMPRESSION