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Department Of Civil Engineering Tokyo University Of Science | 論文
- EFFECTS OF PARTICLE CHARACTERISTICS ON THE VISCOUS PROPERTIES OF GRANULAR MATERIALS IN SHEAR
- USE OF COMPRESSIBLE EXPANDED POLYSTYRENE BLOCKS AND GEOGRIDS FOR RETAINING WALL STRUCTURES
- DEFORMATION AND STRENGTH OF GEOGRID-REINFORCED GRANULAR SOIL AT PLANE STRAIN CONDITIONS
- RESISTANCE OF PARTLY SATURATED SAND TO LIQUEFACTION WITH REFERENCE TO LONGITUDINAL AND SHEAR WAVE VELOCITIES
- VISCOUS PROPERTY OF LOOSE SAND IN TRIAXIAL COMPRESSION, EXTENSION AND CYCLIC LOADING
- VISCOUS BEHAVIOUR OF UNBOUND GRANULAR MATERIALS IN DIRECT SHEAR
- MODELLING AND SIMULATION OF RATE-DEPENDENT STRESS-STRAIN BEHAVIOUR OF GRANULAR MATERIALS IN SHEAR
- EVALUATING SUPERPOSITION ERRORS IN BEARING CAPACITY FACTORS FROM SOKOLOVSKI'S METHOD OF CHARACTERISTICS
- SETTLEMENT OF SILTY SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES
- RESPONSE OF PILE GROUPS AGAINST SEISMICALLY INDUCED LATERAL FLOW IN CENTRIFUGE MODEL TESTS
- CORRELATION BETWEEN PENETRATION RESISTANCE OF SWEDISH WEIGHT SOUNDING TESTS AND SPT BLOW COUNTS IN SANDY SOILS
- SOIL DENSIFICATION DUE TO STATIC SAND PILE INSTALLATION FOR LIQUEFACTION REMEDIATION
- MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL
- VARIOUS VISCOSITY TYPES OF GEOMATERIALS IN SHEAR AND THEIR MATHEMATICAL EXPRESSION
- SMALL STRAIN STIFFNESS AND NON-LINEAR STRESS-STRAIN BEHAVIOUR OF CEMENT-MIXED GRAVELLY SOIL
- SMALL-STRAIN STRESS-STRAIN PROPERTIES OF EXPANDED POLYSTYRENE GEOFOAM
- THEORETICAL MODELLING OF SPUDCAN BEHAVIOUR UNDER COMBINED LOAD
- STRAIN ENERGY-BASED ELASTO-VISCOPLASTIC CONSTITUTIVE MODELLING OF SAND FOR NUMERICAL SIMULATION
- VISCOUS PROPERTY OF TOYOURA SAND OVER A WIDE RANGE OF SHEAR DEFORMATION RATE AND ITS MODEL SIMULATION
- RESIDUAL DEFORMATION OF GEOSYNTHETIC-REINFORCED SAND IN PLANE STRAIN COMPRESSION AFFECTED BY VISCOUS PROPERTIES OF GEOSYNTHETIC REINFORCEMENT