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Department of Civil Engineering, Nagoya Institute of Technology | 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
- 3D AND DILATANCY EFFECTS ON SETTLEMENTS AND EARTH PRESSURES OVER LOWERING BASEMENT
- A THREE-DIMENSIONAL ELASTOPLASTIC MODEL FOR UNSATURATED COMPACTED SOILS WITH HYDRAULIC HYSTERESIS
- 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
- 3D EFFECTS ON EARTH PRESSURE AND DISPLACEMENTS DURING TUNNEL EXCAVATIONS
- INFLUENCE OF SURFACE LOADS AND CONSTRUCTION SEQUENCE ON GROUND RESPONSE DUE TO TUNNELLING
- A SIMPLE ELASTOPLASTIC MODEL FOR NORMALLY AND OVER CONSOLIDATED SOILS WITH UNIFIED MATERIAL PARAMETERS
- 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
- Seismic Evaluation of Reinforced Concrete Frame and Wall Structures Predicting Reponse Displacement
- INFLUENCES OF 3D EFFECTS, WALL DEFLECTION PROCESS AND WALL DEFLECTION MODE IN RETAINING WALL PROBLEMS
- A THERMO-ELASTO-VISCOPLASTIC MODEL FOR SOFT SEDIMENTARY ROCK
- A STRESS-STRAIN RELATIONSHIP FOR GRANULAR MATERIALS DERIVED FROM MICROSCOPIC SHEAR MECHANISM
- Inelastic Seismic Response of Exisiting Reinforced Cocrete Wall Buildings
- Stress Analysis of Bimaterial Strip with Debondings under Tension