土の新たな力学量と弾塑性構成式への適用
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概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 1984-06-25
著者
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中井 照夫
Department Of Civil Engineering Nagoya Institute Of Technology
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三原 泰司
Civil Engineering Devision Technology Department Shimizu Construction Co. Ltd.
関連論文
- 3D AND 2D MODEL TESTS AND NUMERICAL ANALYSES OF SETTLEMENTS AND EARTH PRESSURES DUE TO TUNNEL EXCAVATION
- 3D AND DILATANCY EFFECTS ON SETTLEMENTS AND EARTH PRESSURES OVER LOWERING BASEMENT
- MECHANICAL BEHAVIOR OF PILE FOUNDATIONS SUBJECTED TO CYCLIC LATERAL LOADING UP TO THE ULTIMATE STATE
- 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
- 土の新たな力学量と弾塑性構成式への適用
- A NEW MECHANICAL QUANTITY FOR SOILS AND ITS APPLICATION TO ELASTOPLASTIC CONSTITUTIVE MODELS
- 任意三次元応力径路下の砂のせん断挙動とその解析
- NUMERICAL CALCULATIONS OF SOIL RESPONSE OVER A DISPLACING BASEMENT
- AN ISOTROPIC HARDENING ELASTOPLASTIC MODEL FOR SAND CONSIDERING THE STRESS PATH DEPENDENCY IN THREE-DIMENSIONAL STRESSES
- FINITE ELEMENT COMPUTATIONS FOR ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS OF RETAINING WALL
- TRUE TRIAXIAL TESTS ON NORMALLY CONSOLIDATED CLAY AND ANALYSIS OF THE OBSERVED SHEAR BEHAVIOR USING ELASTOPLASTIC CONSTITUTIVE MODELS
- 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