A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING MECHANISM OF FABRIC CHANGE

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関連論文

NEW EARTH REINFORCEMENT METHOD BY SOILBAGS ("DONOW")
MICROSCOPIC INTERPRETATION ON A STRESS-DILATANCY RELATIONSHIP OF GRANULAR MATERIALS
SIMPLIFIED DIRECT BOX SHEAR TEST ON GRANULAR MATERIALS AND ITS APPLICATION TO ROCKFILL MATERIALS
主応力回転を考慮した土の構成モデルとその種々の変形問題への適用(『土質工学会論文報告集』Vol. 30,No.1 (1990年3月発行)掲載論文の概要)
A CONSTITUTIVE MODEL FOR SOILS EVALUATING PRINCIPAL STRESS ROTATION AND ITS APPLICATION TO SOME DEFORMATION PROBLEMS
EXTENSION OF SPATIALLY MOBILIZED PLANE (SMP) TO FRICTIONAL AND COHESIVE MATERIALS AND ITS APPLICATION TO CEMENTED SANDS
EXTENSION OF SPATIALLY MOBILIZED PLANE (SMP) TO FRICTIONAL AND COHESIVE MATERIALS AND ITS APPLICATION TO CEMENTED SANDS
A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS
A STRESS-STRAIN RELATIONSHIP FOR GRANULAR MATERIALS DERIVED FROM MICROSCOPIC SHEAR MECHANISM
A CONSTITUTIVE EQUATION FOR SANDS AND ITS APPLICATION TO ANALYSES OF ROTATIONAL STRESS PATHS AND LIQUEFACTION RESISTANCE
TRUE TRIAXIAL TESTS ON NORMALLY CONSOLIDATED CLAY AND ANALYSIS OF THE OBSERVED SHEAR BEHAVIOR USING ELASTOPLASTIC CONSTITUTIVE MODELS
A GENERALIZED ELASTOPLASTIC CONSTITUTIVE MODEL FOR CLAY IN THREE-DIMENSIONAL STRESSES
RELATIONSHIP AMONG TRESCA, MISES, MOHR-COULOMB AND MATSUOKA-NAKAI FAILURE CRITERIA
CONSTITUTIVE EQUATION FOR SOILS BASED ON THE EXTENDED CONCEPT OF "SPATIAL MOBILIZED PLANE" AND ITS APPLICATION TO FINITE ELEMENT ANALYSIS
SHEAR BEHAVIORS OF SAND AND CLAY UNDER THREE-DIMENSIONAL STRESS CONDITION
A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING MECHANISM OF FABRIC CHANGE
A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING MECHANISM OF FABRIC CHANGE
A CONSTITUTIVE MODEL FOR SANDS AND CLAYS EVALUATING PRINCIPAL STRESS ROTATION

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