Undrained behaviour of kaolin in torsional simple shear ねじり単純せん断におけるカオリン粘土の非排水せん断特性
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Bibliographic Information
- Title
-
Undrained behaviour of kaolin in torsional simple shear
- Other Title
-
ねじり単純せん断におけるカオリン粘土の非排水せん断特性
- Author
-
Ampadu, Samuel
- Author(Another name)
-
アンパンドゥ, サミュエル
- University
-
東京大学
- Types of degree
-
工学博士
- Grant ID
-
甲第8956号
- Degree year
-
1991-03-29
Note and Description
博士論文
Table of Contents
- Contents / p4 (0006.jp2)
- 1 Introduction / 1-1 / (0035.jp2)
- 1.1 Laboratory Testing / 1-1 / (0035.jp2)
- 1.2 The Simple Shear condition / 1-1 / (0035.jp2)
- 1.3 Small Strain Behaviour / 1-2 / (0036.jp2)
- 1.4 Summary of Aims of Study / 1-3 / (0037.jp2)
- 1.5 Scope of Study / 1-4 / (0038.jp2)
- 2 Review of Simple Shear Test / 2-1 / (0042.jp2)
- 2.1 Simple Shear Apparatus / 2-1 / (0042.jp2)
- 2.2 Simple Shear Test Results / 2-4 / (0045.jp2)
- 3 Equations for Stresses and Strains / 3-1 / (0051.jp2)
- 3.1 Derivation of Horizontal Stresses: [数式] and [数式] / 3-1 / (0051.jp2)
- 3.2 Derivation of Axial Stress / 3-5 / (0055.jp2)
- 3.3 Derivation of Shear Stress / 3-6 / (0056.jp2)
- 3.4 Horizontal Strains, [数式] and [数式] / 3-9 / (0059.jp2)
- 3.5 The Shear Strain, [数式] / 3-11 / (0061.jp2)
- 4 Testing Apparatus / 4-1 / (0073.jp2)
- 4.1 The Loading System / 4-2 / (0074.jp2)
- 4.2 The Triaxial Cell / 4-3 / (0075.jp2)
- 4.3 Measuring Devices / 4-4 / (0076.jp2)
- 4.4 The A/D Converter and the Filter / 4-6 (0078.jp2)
- 4.5 The Micro-computer / 4-6 / (0078.jp2)
- 4.6 The Feedback Control Component / 4-7 / (0079.jp2)
- 5 Preparation of kaolin specimen / 5-1 / (0093.jp2)
- 5.1 Physical Properties / 5-1 / (0093.jp2)
- 5.2 Preparation of Kaolin / 5-1 / (0093.jp2)
- 5.3 Sample Uniformity / 5-3 / (0095.jp2)
- 6 Testing Procedure / 6-1 / (0108.jp2)
- 6.1 Specimen Trimming and Setting / 6-1 / (0108.jp2)
- 6.2 Saturation / 6-4 / (0111.jp2)
- 6.3 Consolidation / 6-6 / (0113.jp2)
- 6.4 The Consolidation Stress Paths / 6-7 / (0114.jp2)
- 6.5 Basic Control Equations / 6-9 / (0116.jp2)
- 6.6 Undrained Shear / 6-11 / (0118.jp2)
- 7 Test Program and Test Results / 7-1 / (0128.jp2)
- 7.0 Overview of Testing Program / 7-1 / (0128.jp2)
- 7.1 Isotropically Consolidated Specimens / 7-3 / (0130.jp2)
- 7.2 K₀ Consolidated Specimens / 7-10 / (0137.jp2)
- 7.3 Lightly Overconsolidated Specimens / 7-18 / (0145.jp2)
- 7.4 Heavily Overconsolidated Specimens / 7-23 / (0150.jp2)
- 8 Discussion of Results / 8-1 / (0321.jp2)
- 8.1 Consolidation Characteristics / 8-1 / (0321.jp2)
- 8.2 Undrained Shear Behaviour / 8-5 / (0325.jp2)
- 8.3 Effect of Pressure and OCR / 8-7 / (0327.jp2)
- 8.4 Effect of specimen size / 8-8 / (0328.jp2)
- 8.5 The Maximum Secant Shear Modulus / 8-10 / (0330.jp2)
- 8.6 Undrained Shear Strength / 8-17 / (0337.jp2)
- 8.7 Principal Stress Rotation / 8-18 / (0338.jp2)
- 8.8 The State Boundary Surface / 8-20 / (0340.jp2)
- 9 Stress-strain Curve Generation / 9-1 / (0401.jp2)
- 9.1 Introduction / 9-1 / (0401.jp2)
- 9.2 Characteristics of Function / 9-2 / (0402.jp2)
- 9.3 Hyperbolic Equation / 9-3 / (0403.jp2)
- 9.4 Functions Modifying the Form / 9-7 / (0407.jp2)
- 9.5 Proposed Function / 9-7 / (0407.jp2)
- 9.6 Conclusion / 9-9 / (0409.jp2)
- 10 Conclusions / 10-1 / (0430.jp2)
- A Membrane Force Correction / A-1 / (0434.jp2)
- A.1 Membrane Correction for Axial Stress / A-1 / (0434.jp2)
- A.2 Correction for Circumferential and Radial Stresses / A-3 / (0436.jp2)
- A.3 Correction For Shear Stress / A-4 / (0437.jp2)
- A.4 Typical Membrane Stresses / A-5 / (0438.jp2)