HIRAKAWA DAIKI | Department Civil and Environmental Engineering, National Defense Academy of Japan

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概要

• HIRAKAWA DAIKIの詳細を見る
• 同名の論文著者
• Department Civil and Environmental Engineering, National Defense Academy of Japanの論文著者

関連著者

• TATSUOKA FUMIO

  Department of Civil Engineering, Tokyo University of Science

• HIRAKAWA DAIKI

  Department Civil and Environmental Engineering, National Defense Academy of Japan

• Tatsuoka Fumio

  Department Of Civil Engineering Tokyo University Of Science

• KONGKITKUL WARAT

  Department of Civil Engineering, King Mongkut's University of Technology Thonburi

• Tatsuoka Fumio

  Tokyo Univ. Sci. Jpn

• Hirakawa Daiki

  Department Of Civil And Environmental Engineering National Defense Academy Of Japan

• Kongkitkul Warat

  Department Of Civil Engineering King Mongkut's University Of Technology Thonburi:tus

• Kongkitkul Warat

  Department Of Civil Engineering King Mongkut's University Of Technology

• Kongkitkul Warat

  King Mongkut's University Of Technology:department Of Civil Engineering Tokyo University Of Sci

• DUTTINE ANTOINE

  Institute of Industrial Science, University of Tokyo

• Duttine Antoine

  Department Of Civil Engineering Tokyo University Of Science

• Hirakawa Daiki

  Department Of Civil Engineering Tokyo University Of Science:university Of Tokyo

• KANEMARU TARO

  Department of Civil Engineering, Tokyo University of Science

• Kanemaru Taro

  Department Of Civil Engineering Tokyo University Of Science

• KONGKITKUL W.

  Department of Civil Engineering, Tokyo University of Science

• Kongkitkul W.

  Department Of Civil Engineering Tokyo University Of Science:university Of Tokyo

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著作論文

• VISCOUS BEHAVIOUR OF UNBOUND GRANULAR MATERIALS IN DIRECT SHEAR
• RESIDUAL DEFORMATION OF GEOSYNTHETIC-REINFORCED SAND IN PLANE STRAIN COMPRESSION AFFECTED BY VISCOUS PROPERTIES OF GEOSYNTHETIC REINFORCEMENT
• EFFECTS OF GEOSYNTHETIC REINFORCEMENT TYPE ON THE STRENGTH AND STIFFNESS OF REINFORCED SAND IN PLANE STRAIN COMPRESSION
• RATE-DEPENDENT LOAD-STRAIN BEHAVIOUR OF GEOGRID ARRANGED IN SAND UNDER PLANE STRAIN COMPRESSION
• EFFECTS OF REINFORCEMENT TYPE AND LOADING HISTORY ON THE DEFORMATION OF REINFORCED SAND IN PLANE STRAIN COMPRESSION
• VISCOUS BEHAVIOUR OF GEOGRIDS; EXPERIMENT AND SIMULATION

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