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Department of Civil Engineering, Tokyo University of Science | 論文
- 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
- 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
- VISCOUS PROPERTIES OF GRANULAR MATERIALS HAVING DIFFERENT PARTICLE SHAPES IN DIRECT SHEAR
- STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIAL
- TIME-DEPENDENT SHEAR DEFORMATION CHARACTERISTICS OF GEOMATERIALS AND THEIR SIMULATION
- COMPARISON OF ECHOCARDIOGRAPHIC FEATURES IN VENTRICULAR TACHYCARDIA AND SUPRAVENTRICULAR TACHYCARDIA WITH BUNDLE BRANCH BLOCK : Echocardiography : FREE COMMUNICATIONS (Abstract) : 45 Annual Scientific Meeting, Japanese Circulation Society
- EFFECTS OF MOULDING WATER CONTENT ON THE STRESS-STRAIN BEHAVIOUR OF A COMPACTED SILTY SAND
- NUMERICAL MODELLING OF THREE-LEG JACKUP BEHAVIOUR SUBJECT TO HORIZONTAL LOAD
- RATE EFFECTS ON THE STRESS-STRAIN BEHAVIOUR OF EPS GEOFOAM
- VISCOUS BEHAVIOUR OF GEOGRIDS; EXPERIMENT AND SIMULATION
- 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