A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS

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概要

• 論文の詳細を見る
• 社団法人地盤工学会の論文
• 1992-03-15

著者

• LADE POUL

  Department of Civil Engineering, School of Engineering and Applied Science, University of California

• Lade Poul

  Department Of Civil Engineering University Of California

関連論文

• ELASTO-PLASTIC BEHAVIOR OF K_0-CONSOLIDATED CLAY IN TORSION SHEAR TESTS
• RELATIVE DENSITY EFFECTS ON UNDRAINED SAND BEHAVIOR AT HIGH PRESSURES
• Analysis and Prediction of Shear Banding under 3D Conditions in Granular Materials (IS-LYON 2003「地盤材料の変形特性」特集号)
• RELATIVE DENSITY EFFECTS ON DRAINED SAND BEHAVIOR AT HIGH PRESSURES
• EFFECTS OF STRESS ROTATION AND CHANGES OF b-VALUES ON CROSS-ANISOTROPIC BEHAVIOR OF NATURAL, K_0-CONSOLIDATED SOFT CLAY
• CHARACTERIZATION OF CROSS-ANISOTROPIC SOIL DEPOSITS FROM ISOTROPIC COMPRESSION TESTS
• APPLICATION OF FINITE ELEMENT METHOD TO PULLOUT RESISTANCE OF BURIED ANCHOR
• INSTABILITY OF GRANULAR MATERIALS AT HIGH PRESSURES
• A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS

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