STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR
スポンサーリンク
概要
- 論文の詳細を見る
Investigated from a fundamental point of view is the strength of granular material in simple shear. The theoretical relation between the angle φ_s defined by tan φ_s=τ/σ and the angle φ_p defined by sin φ_p=(σ_1-σ_3)/(σ_1+σ_3) presents a useful information for engineering purpose. The theoretically derived relationship between the direction of major principal axis to the vertical ψ and tan φ_s made clear that the expression of tan φ_s=κ・tan ψ(κ is a constant) is an approximate relation. The direction angle of the slip plane to the horizontal was also theoretically obtained. This angle is related to the difference between φ_s and φ_p and the slip plane never coincides with the horizontal at any instance. The relationship between φ_p and φ_s based on the author's S model yields more realistic result than that based on the sliding block model. In this investigation, assumed is that the orientation of principal strain increment axis coincides with that of principal stress axis for the deformational regime after the most compactive point at which the positive dilatancy begins to take place.
- 社団法人地盤工学会の論文
- 1988-06-15
著者
-
諸戸 靖史
Department Of Civil Engineering Hachinohe Institute Of Technology
-
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