スポンサーリンク
Department of Civil Engineering, University of Tokyo. | 論文
- AN INSIGHT INTO THE FAILURE OF REINFORCED SAND IN PLANE STRAIN COMPRESSION BY FEM SIMULATION
- EFFECTS OF FACING RIGIDITY ON THE PERFORMANCE OF GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS
- CYCLIC UNDRAINED STRESS-STRAIN BEHAVIOR OF DENSE SANDS BY TORSIONAL SIMPLE SHEAR TEST
- TIME-DEPENDENT SHEAR DEFORMATION CHARACTERISTICS OF GEOMATERIALS AND THEIR SIMULATION
- EFFECTS OF MOULDING WATER CONTENT ON THE STRESS-STRAIN BEHAVIOUR OF A COMPACTED SILTY SAND
- STRESS HISTORY-DEPENDENT DEFORMATION CHARACTERISTICS OF DENSE SAND IN PLANE STRAIN
- TIME-DEPENDENT SHEAR DEFORMATION CHARACTERISTICS OF SAND AND THEIR CONSTITUTIVE MODELLING
- SMALL STRAIN BEHAVIOR OF GEOMATERIALS : MODELLING OF STRAIN RATE EFFECTS
- A MODELLING PROCEDURE FOR SHEAR YIELDING CHARACTERISTICS AFFECTED BY VISCOUS PROPERTIES OF SAND IN TRIAXIAL COMPRESSION
- EFFECTS OF VISCOUS PROPERTIES ON THE SHEAR YIELDlNG CHARACTERISTICS OF SAND
- EXPERIMENTAL EVALUATION OF THE VISCOUS PROPERTIES OF SAND IN SHEAR
- STRENGTH AND DEFORMATION PROPERTIES OF COMPACTED CEMENT-MIXED GRAVEL EVALUATED BY TRIAXIAL COMPRESSION TESTS
- ANISOTROPY IN ELASTIC DEFORMATION OF GRANULAR MATERIALS
- AGEING AND VISCOUS EFFECTS ON THE DEFORMATION AND STRENGTH CHARACTERISTICS OF CEMENT-MIXED GRAVELLY SOIL IN TRIAXIAL COMPRESSION
- UNDRAINED STRESS-STRAIN BEHAVIOR OF SAND UNDER IRREGULAR LOADING