砂の変形における状態関数
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概要
著者
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諸戸 靖史
Department Of Civil Engineering Hachinohe Institute Of Technology
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諸戸 靖史
Dept. Of Civil Engineering Hachinohe Institute Of Technology
関連論文
- ANISOTROPIC ELASTIC STRESS FORMULAE APPLICABLE TO REINFORCED EARTH
- 一様粒度を持つ礫の三軸圧縮試験における強度(『土質工学会論文報告集』Vol. 30,No.2 (1990年6月発行)掲載論文の概要)
- SHEAR STRENGTH OF UNI-SIZED GRAVELS UNDER TRIAXIAL COMPRESSION
- BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN
- BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN
- SHEAR STRENGTH OF UNI-SIZED GRAVELS UNDER TRIAXIAL COMPRESSION
- Shear Strength of Uni-sized Gravels under Triaxial Compression
- MECHANICAL BEHAVIOR OF TWO TYPICAL COMPACTED VOLCANlC SOILS IN HACHINOHE, JAPAN UNDER DIFFERENT SAMPLE PREPARATION METHODS
- ON STRESS-DILATANCY EQUATIONS OF SAND SUBJECTED TO CYCLIC LOADING
- STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR
- STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR
- ON DEFORMATION OF GRANULAR MATERIAL IN SIMPLE SHEAR
- ON DEFORMATION OF GRANULAR MATERIAL IN SIMPLE SHEAR
- SHEAR WORK AND PORE WATER PRESSURE IN UNDRAINED SHEAR
- RELATIVE DENSITY OF PLUVIATED SAND SAMPLES
- AN APPLICATION OF MOGAMI'S STRENGTH FORMULA TO THE CLASSIFICATION OF GRANULAR SOILS
- AN APPLICATION OF MOGAMI'S STRENGTH FORMULA TO THE CLASSIFICATION OF GRANULAR SOILS
- 相異なる三主応力下における砂のせん断強さ
- 粒状体のせん断変形
- SHEARING DEFORMATION OF GRANULAR MATERIALS
- AN EXPERIMENTAL PROGRAMME TO DEFINE THE YIELD FUNCTION FOR SAND
- CO-ORDINATION NUMBER AND ITS RELATION TO SHEAR STRENGTH OF GRANULAR MATERIAL
- ガラスビーズにおける粒状体の三軸圧縮特性
- A NEW PARAMETER TO MEASURE DEGREE OF SHEAR DEFORMATION OF GRANULAR MATERIAL IN TRIAXIAL COMPRESSION TESTS
- 砂の変形における状態関数
- ガラスビ-ズにおける粒状体の三軸圧縮特性
- 砂の異方性および砂体内応力分布について
- 砂の弾性的な変形特性
- 砂の変形における状態関数
- 砂の異方性および砂体内応力分布について〔英文〕
- 砂の弾性的な変形特性