スポンサーリンク
Department Of Civil Engineering Nagoya Institute Of Technology | 論文
- AUTOMOBILE SAFETY DEVICES AND DRIVERS' OFFSETTING BEHAVIOR
- GROUND BEHAVIOR DUE TO TUNNEL EXCAVATION WITH EXISTING FOUNDATION
- Obesity as a risk factor for GERD in Japan
- A STRESS-STRAIN RELATIONSHIP FOR GRANULAR MATERIALS DERIVED FROM MICROSCOPIC SHEAR MECHANISM
- CONSTITUTIVE MODEL CONSIDERING SAND CRUSHING
- 盛立て面における原位置せん断試験法の開発
- Inelastic Seismic Response of Exisiting Reinforced Cocrete Wall Buildings
- Stress Analysis of Bimaterial Strip with Debondings under Tension
- A CONSTITUTIVE EQUATION FOR SANDS AND ITS APPLICATION TO ANALYSES OF ROTATIONAL STRESS PATHS AND LIQUEFACTION RESISTANCE
- TEST ON SOFT SEDIMENTARY ROCK UNDER DIFFERENT LOADING PATHS AND ITS INTERPRETATION
- EXPERIMENT AND NUMERICAL SIMULATION OF REPEATED LIQUEFACTION-CONSOLIDATION OF SAND
- CANTILEVER SHEET-PILE WALL MODELLED BY FRICTIONAL CONTACT
- Objective Evaluation and Constituting Database of Masticatory Function
- 正規圧密粘土の3主応力制御試験とその解析
- TRUE TRIAXIAL TESTS ON NORMALLY CONSOLIDATED CLAY AND ANALYSIS OF THE OBSERVED SHEAR BEHAVIOR USING ELASTOPLASTIC CONSTITUTIVE MODELS
- 一般化された3次元応力下の粘土の弾塑性構成モデル
- 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