THREE DIMENSIONAL FORMULATION AND OBJECTIVITY OF A STRAIN SPACE MULTIPLE MECHANISM MODEL FOR SAND

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概要

• 論文の詳細を見る

• A theoretical backup is offered for the strain space multiple mechanism model of cyclic behavior of sand presented by the author and his colleagues (Iai et al., 1992). The model presented previously was of a plane strain mechanism. By superposing the plane strain mechanisms around axes of arbitrary orientations, the present study demonstrates that the model can be extended into the three dimensional space. The study also shows that the model satisfies the objectivity, which is essential to a realistic constitutive model.

• 社団法人地盤工学会の論文
• 1993-03-15

著者

• 井合 進

  Port And Harbour Research Institute Ministry Of Transport

• 井合 進

  Geotechnical Earthquake Engineering Laboratory, Port and Harbour Research Institute

関連論文

• Strain Space Plasticity Model for Cyclic Mobility(井合進,松永康男,亀岡知弘著,本誌Vol.32,No.2,1992年6月掲載)
• ONE GRAVITY MODEL TESTING
• A NEW LOOK AT THE STRESS DILATANCY RELATION IN CAM-CLAY MODEL
• CONCEPT OF EFFECTIVE STRAIN IN CONSTITUTIVE MODELING OF GRANULAR MATERIALS
• THREE DIMENSIONAL FORMULATION AND OBJECTIVITY OF A STRAIN SPACE MULTIPLE MECHANISM MODEL FOR SAND
• MICROMECHANICAL BACKGROUND TO A STRAIN SPACE MULTIPLE MECHANISM MODEL FOR SAND
• Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational Field(井合進著本誌29巻1号,1989年3月掲載)
• SIMILITUDE FOR SHAKING TABLE TESTS ON SOIL-STRUCTURE-FLUID MODEL IN 1g GRAVITATIONAL FIELD
• 重力式岸壁の耐震性能評価手法
• RESPONSE OF A DENSE SAND DEPOSIT DURING 1993 KUSHIR0-0KI EARTHQUAKE
• STRAIN SPACE PLASTICITY MODEL FOR CYCLIC MOBILITY
• ANALYSIS OF UNDRAINED CYCLIC BEHAVIOR OF SAND UNDER ANISOTROPIC CONSOLIDATION
• STRAIN SPACE PLASTICITY MODEL FOR CYCLIC MOBILITY
• Diagrams Considering Well Resistance for Designing Spacing Ratio of Gravel Drains(尾上篤生著本誌28巻3号 1988年掲載)
• FINITE ELEMENT ANALYSIS OF EARTHQUAKE INDUCED DAMAGE TO ANCHORED SHEET PILE QUAY WALLS
• 耐震強化岸壁の耐震性能

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