Behaviour of saturated clay reinforced with geosynthetic horizontal drain 排水補強材を用いた粘性土の挙動

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著者

    • Dinesh Raj Shiwakoti ディネシュ ラジ シワコティ

書誌事項

タイトル

Behaviour of saturated clay reinforced with geosynthetic horizontal drain

タイトル別名

排水補強材を用いた粘性土の挙動

著者名

Dinesh Raj Shiwakoti

著者別名

ディネシュ ラジ シワコティ

学位授与大学

横浜国立大学

取得学位

博士 (工学)

学位授与番号

甲第274号

学位授与年月日

1997-09-30

注記・抄録

博士論文

授与名簿のタイトル: Behaviour of saturated clay reinforced with geosynthetic horizontal drain analysis of lane utilization for uninterrupted traffic flow on a, 授与名簿の並列タイトル: 排水補強材を用いた粘性土の挙動

目次

  1. TABLE OF CONTENTS / p5 (0006.jp2)
  2. Title Page / p1 (0002.jp2)
  3. Acknowledgments / p2 (0003.jp2)
  4. Abstract / p3 (0004.jp2)
  5. Table of Contents / p5 (0006.jp2)
  6. Chapter 1 Introduction / (0012.jp2)
  7. 1.1.General / p1 (0012.jp2)
  8. 1.2.Necessity and Importance of the Study / p2 (0013.jp2)
  9. 1.3.Objective of the Study / p2 (0013.jp2)
  10. 1.4.Scope of the Study / p2 (0013.jp2)
  11. 1.5.Organisation of Work / p3 (0014.jp2)
  12. Chapter 2 Review on Reinforced Soil System / p5 (0016.jp2)
  13. 2.1.Introduction / p5 (0016.jp2)
  14. 2.2.Evolution in Soil Reinforcement System / p5 (0016.jp2)
  15. 2.3.Properties of Geosynthetics / p6 (0017.jp2)
  16. 2.4.Testing and Modelling in Reinforced Soil System / p8 (0019.jp2)
  17. 2.5.Methods of Analysing Geosynthetic Reinforced Soil Structures / p13 (0024.jp2)
  18. 2.6.Current Design Practice and Conservatism / p18 (0029.jp2)
  19. Chapter 3 Tested Materials / p22 (0033.jp2)
  20. 3.1.Introduction / p22 (0033.jp2)
  21. 3.2.Soil / p22 (0033.jp2)
  22. 3.3.General Properties of Geosynthetics / p28 (0039.jp2)
  23. 3.4.Properties of Geosynthetic Horizontal Drains Used / p30 (0041.jp2)
  24. Chapter 4 Testing Apparatus and Testing Methods / p34 (0045.jp2)
  25. 4.1.Introduction / p34 (0045.jp2)
  26. 4.2.Pullout Test / p34 (0045.jp2)
  27. 4.3.Direct Shear Test / p44 (0055.jp2)
  28. Chapter 5 Direct Shear Strength of Clay and GHD / p63 (0074.jp2)
  29. 5.1.Introduction / p63 (0074.jp2)
  30. 5.2.Performance of NDSA / p63 (0074.jp2)
  31. 5.3.Effect of Spacing Thickness / p65 (0076.jp2)
  32. 5.4.Effect of Spacing Method / p66 (0077.jp2)
  33. 5.5.Effect of Setting Method / p68 (0079.jp2)
  34. 5.6.Effect of Shearing Rate / p69 (0080.jp2)
  35. 5.7.Soil-GHD Interface Shear Strength / p70 (0081.jp2)
  36. 5.8.Summary and Conclusions / p72 (0083.jp2)
  37. Chapter 6 Pullout Characteristics of GHD in Saturated Clay / p74 (0085.jp2)
  38. 6.1.Introduction / p74 (0085.jp2)
  39. 6.2.Pullout Behaviour of Five Types of GHDs / p74 (0085.jp2)
  40. 6.3.Influence of Width Ratio in Pullout Behaviour / p89 (0100.jp2)
  41. 6.4.Effect of Degree of Consolidation in Pullout Behaviour / p106 (0117.jp2)
  42. 6.5.Confinement Effect in Pullout Behaviour / p112 (0123.jp2)
  43. 6.6.Summary and Conclusions / p115 (0126.jp2)
  44. Chapter 7 Behaviour of Reinforced Soil Structure at Limit Equilibrium State / (0129.jp2)
  45. 7.1.Introduction / p118 (0129.jp2)
  46. 7.2.Factor of Safety in Limit Equilibrium Analysis / p119 (0130.jp2)
  47. 7.3.Failure Mechanisms at Limit Equilibrium / p120 (0131.jp2)
  48. 7.4.Results and Discussions / p125 (0136.jp2)
  49. 7.5.Summary and Conclusions / p144 (0155.jp2)
  50. Chapter 8 Modelling of Reinforced Soil Structure by Finite Element Method / (0157.jp2)
  51. 8.1.Introduction / p146 (0157.jp2)
  52. 8.2.Soil Models / p146 (0157.jp2)
  53. 8.3.Sekiguchi and Ohta Model / p147 (0158.jp2)
  54. 8.4.Boundary Conditions in Coupling Problem / p151 (0162.jp2)
  55. 8.5.Geosynthetic Reinforcement Models / p151 (0162.jp2)
  56. 8.6.Facing Models / p152 (0163.jp2)
  57. 8.7.Soil Geosynthetic Interface Models / p152 (0163.jp2)
  58. 8.8.Brief Description of the Computer Program / p153 (0164.jp2)
  59. Chapter 9 Numerical Modeling of Pullout Behaviour / (0165.jp2)
  60. 9.1.Introduction / p154 (0165.jp2)
  61. 9.2.Modelling Technique of Pullout Test / p154 (0165.jp2)
  62. 9.3.Material Properties / p155 (0166.jp2)
  63. 9.4.Pullout Behaviour of GHD Type E / p156 (0167.jp2)
  64. 9.5.Pullout Behaviour of GHD Type C / p159 (0170.jp2)
  65. 9.6.Effect of Degree of Consolidation / p161 (0172.jp2)
  66. 9.7.Summary and Conclusions / p164 (0175.jp2)
  67. Chapter 10 Simulation of GHD Reinforced Clay Embankments by FEM / (0176.jp2)
  68. 10.1.Introduction / p165 (0176.jp2)
  69. 10.2.Material Properties and Modelling Details / p165 (0176.jp2)
  70. 10.3.Factors Influencing Reinforced Clay Embankments / p168 (0179.jp2)
  71. 10.4.Summary and Conclusions / p184 (0195.jp2)
  72. Chapter 11 Design Recommendations for GHD Reinforced Soil Structures / (0197.jp2)
  73. 11.1.General / p186 (0197.jp2)
  74. 11.2.Selection of GHD Type / p186 (0197.jp2)
  75. 11.3.Determination of Interface Parameters / p188 (0199.jp2)
  76. 11.4.Selection of Interface Parameters / p189 (0200.jp2)
  77. 11.5.Pullout Force at Various Degrees of Consolidation / p189 (0200.jp2)
  78. 11.6.Vertical Spacing of GHD / p189 (0200.jp2)
  79. 11.7.Facing Slope / p190 (0201.jp2)
  80. Chapter 12 Conclusions / (0202.jp2)
  81. 12.1.General / p191 (0202.jp2)
  82. 12.2.Conclusions / p191 (0202.jp2)
  83. References / p195 (0206.jp2)
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各種コード

  • NII論文ID(NAID)
    500000152142
  • NII著者ID(NRID)
    • 8000000152413
  • DOI(NDL)
  • NDL書誌ID
    • 000000316456
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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