SHEARING DEFORMATION OF GRANULAR MATERIALS
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概要
- 論文の詳細を見る
Based on the fundamental experimental properties, the author presents a new theory of plastic shear deformation of granular materials. The theory involves (a) yield function, (b) plastic potential, (c) stability condition and (d) deformation rule. The yield function is defined by the author's new state function S_s. The plastic potential μis provided for the drained shear and the undrained shear. The stability condition can uniquely classify a experimental stress path into 'stable yielding' or 'unstable yielding' in terms of the functions of S_s and μ.
- 社団法人地盤工学会の論文
- 1980-06-15
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
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諸戸 靖史
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