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Changes in the mechanical properties of soft rocks due to unloading processes and their application to rock engineering 除荷過程による軟岩の物性変化とその岩盤工学への応用

この論文をさがす

著者

    • Tran Tan Van チャン タン ヴァン

書誌事項

タイトル

Changes in the mechanical properties of soft rocks due to unloading processes and their application to rock engineering

タイトル別名

除荷過程による軟岩の物性変化とその岩盤工学への応用

著者名

Tran Tan Van

著者別名

チャン タン ヴァン

学位授与大学

埼玉大学

取得学位

博士 (工学)

学位授与番号

甲第205号

学位授与年月日

1997-09-24

注記・抄録

博士論文

目次

  1. Title Page / p1 (0002.jp2)
  2. Abstract / p3 (0004.jp2)
  3. Acknowledgements / p5 (0006.jp2)
  4. Table of Contents / p6 (0007.jp2)
  5. List Of Tables And Figures / p11 (0012.jp2)
  6. 1. Introduction / p1 (0017.jp2)
  7. 1.1.General And Problem Statement / p1 (0017.jp2)
  8. 1.2.Objectives And Scopes Of Study / p3 (0019.jp2)
  9. 2.Literature Review And Comments / p6 (0022.jp2)
  10. 2.1.Force And Stress / p6 (0022.jp2)
  11. 2.2.Stress Transformation / p8 (0024.jp2)
  12. 2.3.Principal Stresses And Stress Invariants / p9 (0025.jp2)
  13. 2.4.Differential Equations Of Static Equilibrium / p11 (0027.jp2)
  14. 2.5.Plane Problems And Biaxial Stress / p12 (0028.jp2)
  15. 2.6.Displacement And Strain / p13 (0029.jp2)
  16. 2.7.Principal Strains,Strain Transformation,Volumetric Strain And Deviator Strain / p16 (0032.jp2)
  17. 2.8.Strain Compatibility Equations / p16 (0032.jp2)
  18. 2.9.Stress-Strain Relations / p17 (0033.jp2)
  19. 2.10.Cylindrical Polar Coordinates / p19 (0035.jp2)
  20. 2.11.Geomechanics Convention For Displacement,Strain And Stress / p21 (0037.jp2)
  21. 2.12.Physical Modeling / p22 (0038.jp2)
  22. 2.13.Principles Of Classical Analytical Stress Analysis / p22 (0038.jp2)
  23. 2.14.Closed-Form Solution For Simple Excavation Shapes / p25 (0041.jp2)
  24. 2.15.The Finite Element Method / p29 (0045.jp2)
  25. 2.16.Stress-Strain Invariants And Their Derivatives / p34 (0050.jp2)
  26. 2.17.Basic Ingredients Of The Theory Of Plasticity / p37 (0053.jp2)
  27. 2.18.Stress-Strain Relation Of An Elasto-Plastic Material / p40 (0056.jp2)
  28. 2.19.Calculation Of Plastic And Elasto-Plastic Stiffness Matrices / p42 (0058.jp2)
  29. 2.20.Theory Of Elasto-Visco-Plasticity / p46 (0062.jp2)
  30. 2.21.Triaxial Testing And Interpretation Techniques / p47 (0063.jp2)
  31. 2.22.Non-Linear Behavior Of Soil/Rocks / p69 (0086.jp2)
  32. 2.23.More On Failure Criteria / p93 (0110.jp2)
  33. 3.Finite Element Formulation Of Typical Geomechanical Problems / p98 (0115.jp2)
  34. 3.1 Stress-Deformation Analysis / p98 (0115.jp2)
  35. 3.2.Seepage Analysis / p112 (0129.jp2)
  36. 3.2.3.Treatment Of The Transient Problem / p116 (0133.jp2)
  37. 3.3.Biot's Consolidation Analysis / p116 (0133.jp2)
  38. 3.4.Excavation And Finite Element Simulation / p126 (0143.jp2)
  39. Part A / p161 (0178.jp2)
  40. Non-Linear,Stress-And Strain-Dependent Behavior Of Soft Rocks Under Triaxial Conditions / p161 (0178.jp2)
  41. 4.Deformatin Behavior Of Soft Rocks In Consolidated-Undrained Cyclic Loading Triaxial Tests / p163 (0180.jp2)
  42. 4.1.Rationales / p163 (0180.jp2)
  43. 4.2.Specimen Preparation And Testing / p165 (0182.jp2)
  44. 4.3.Parameter Definition And Analysis Procedure / p166 (0183.jp2)
  45. 4.4.Strain Correction And Location Of Yield Point / p167 (0184.jp2)
  46. 4.5.Deformation Behavior Of Soft Rocks From Yield To Residual State / p178 (0195.jp2)
  47. 4.6.Stress-Dependence Of Deformation Modulus Of Soft Rocks / p184 (0201.jp2)
  48. 4.7.Sub-Conclusions / p190 (0207.jp2)
  49. 5.Pore Pressure Change And Strength Mobilization Of Soft Rocks In Consolidated- Undrained Cyclic Loading Triaxial Tests / p192 (0209.jp2)
  50. 5.1.Rationales / p192 (0209.jp2)
  51. 5.2.Brittle Failure / p194 (0211.jp2)
  52. 5.3.Brittle-Ductile Failure / p198 (0215.jp2)
  53. 5.4.Ductile Failure / p199 (0216.jp2)
  54. 5.5.Strength Mobilization Of Soft Rocks / p201 (0218.jp2)
  55. 5.6.Discussion / p208 (0225.jp2)
  56. 5.7.Stress-And Strain-Dependence Of Strength Mobilization Of Soft Rocks / p215 (0232.jp2)
  57. 5.8.Sub-Conclusions / p218 (0235.jp2)
  58. 5.9.Appendix / p219 (0236.jp2)
  59. 6.Pore Pressure Change And Contraction/Dilation Characteristics Of Soft Rocks Under Cyclic Triaxial Conditions / p221 (0238.jp2)
  60. 6.1.Rationales / p221 (0238.jp2)
  61. 6.2.Contraction/Dilation Angle Of Soft Rocks And Its Mobilization / p227 (0244.jp2)
  62. 6.3.Discussion / p233 (0250.jp2)
  63. 6.4.Sub-Conclusions / p236 (0253.jp2)
  64. Part B / p237 (0254.jp2)
  65. Finite Element Simulation Of Triaxial Tests On, And Excavation In/On Soft Rocks / p237 (0254.jp2)
  66. 7.Finite Element Simulation Of Triaxial Tests On Soft Rocks / p238 (0255.jp2)
  67. 7.1.Introduction / p238 (0255.jp2)
  68. 7.2.Deformation Behavior Of Soft Rocks / p240 (0257.jp2)
  69. 7.3.Strength Mobilization Of Soft Rocks / p245 (0262.jp2)
  70. 7.4.FEM Simulation Using The Modified Mohr-Coulomb Failure Criterion / p246 (0263.jp2)
  71. 7.5.Results And Discussions / p250 (0267.jp2)
  72. 7.6.Sub-Conclusions / p254 (0271.jp2)
  73. 8.Finite Element Simulation Of Excavation In/On Soft Rocks / p258 (0273.jp2)
  74. 8.1.Calculation Of Excavation Forces / p260 (0275.jp2)
  75. 8.2.Drained/Undrained And Coupled Solutions / p260 (0275.jp2)
  76. 8.3.Effect Of Dewatering / p261 (0276.jp2)
  77. 8.4.Effect Of Earth Pressure At Rest Coefficient K₀ / p262 (0277.jp2)
  78. 8.5.Failure Criteria / p262 (0277.jp2)
  79. 8.6.Results And Discussions / p264 (0279.jp2)
  80. 8.7.Effect Of Negative Pore Pressure / p279 (0294.jp2)
  81. 8.8.Other Comments / p280 (0295.jp2)
  82. 8.9.Sub-Conclusions / p280 (0295.jp2)
  83. 9.Conclusions And Recommendations / p282 (0297.jp2)
  84. 10.References / p1 (0303.jp2)
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各種コード

  • NII論文ID(NAID)
    500000151977
  • NII著者ID(NRID)
    • 8000000152248
  • DOI(NDL)
  • NDL書誌ID
    • 000000316291
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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