Study on mechanical properties of expansive clays 膨脹性粘土の力学的特性に関する研究

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著者

    • Sayed Abo El-Ala Habib Mohamed サイエド アボ エル エラ ハビブ モハメド

書誌事項

タイトル

Study on mechanical properties of expansive clays

タイトル別名

膨脹性粘土の力学的特性に関する研究

著者名

Sayed Abo El-Ala Habib Mohamed

著者別名

サイエド アボ エル エラ ハビブ モハメド

学位授与大学

神戸大学

取得学位

博士 (工学)

学位授与番号

甲第1217号

学位授与年月日

1993-03-31

注記・抄録

博士論文

目次

  1. ABSTRACT / p1 (0003.jp2)
  2. ACKNOWLEDGMENTS / p2 (0004.jp2)
  3. CONTENTS / p3 (0005.jp2)
  4. CHAPTER1 INTRODUCTION AND LAYOUT / p1 (0009.jp2)
  5. 1.1 Introduction / p1 (0009.jp2)
  6. 1.2 Object and Layout / p2 (0010.jp2)
  7. CHAPTER2 SOME ASPECTS OF SOIL MECHANICS FOR EXPANSIVE SOILS / p3 (0010.jp2)
  8. 2.1 Introduction / p3 (0010.jp2)
  9. 2.2 Unsaturated Soil Models / p3 (0010.jp2)
  10. 2.3 Clay Minerals-Water Interaction Models / p19 (0018.jp2)
  11. 2.4 Soil Suction / p22 (0020.jp2)
  12. 2.5 Measurement Procedures for Volume Change / p24 (0021.jp2)
  13. 2.6 Terminology / p25 (0021.jp2)
  14. CHAPTER3 DETAILED REVIEW AND RESEARCH PLAN / p28 (0023.jp2)
  15. 3.1 Introduction / p28 (0023.jp2)
  16. 3.2 Volume Change Data / p28 (0023.jp2)
  17. 3.3 Shear Strength Data / p44 (0031.jp2)
  18. 3.4 Outline of Research Plan / p45 (0032.jp2)
  19. CHAPTER4 EXPERIMENTAL WORK / p48 (0033.jp2)
  20. 4.1 Introduction / p48 (0033.jp2)
  21. 4.2 Preparation of Samples / p48 (0033.jp2)
  22. 4.3 Compaction Test / p49 (0034.jp2)
  23. 4.4 One-Dimensional Swell and Consolidation Test Procedures / p50 (0034.jp2)
  24. 4.5 Shrinkage Test / p56 (0037.jp2)
  25. CHAPTER5 EXPERIMENTAL RESULTS / p61 (0040.jp2)
  26. 5.1 Introduction / p61 (0040.jp2)
  27. 5.2 Location / p61 (0040.jp2)
  28. 5.3 Geology of Sites / p61 (0040.jp2)
  29. 5.4 Visual Examination / p61 (0040.jp2)
  30. 5.5 Properties of Tested Samples / p62 (0041.jp2)
  31. 5.6 Identification of Clay Minerals / p62 (0041.jp2)
  32. 5.7 Compaction Test Results / p62 (0041.jp2)
  33. 5.8 Oedometer Test Results / p63 (0041.jp2)
  34. CHAPTER6 DEVELOPMENT OF EXPERIMENTAL APPARATUS / p96 (0058.jp2)
  35. 6.1 Introduction / p96 (0058.jp2)
  36. 6.2 Preceding Designs / p96 (0058.jp2)
  37. 6.3 Measurement Techniques and Performance / p99 (0060.jp2)
  38. 6.4 Instrumenting and Calibration / p105 (0063.jp2)
  39. CHAPTER7 ONE DIMENSIONAL SWELLING BEHAVIOUR OF UNSATURATED SOILS / p110 (0065.jp2)
  40. 7.1 Introduction / p110 (0065.jp2)
  41. 7.2 Material and Testing / p110 (0065.jp2)
  42. 7.3 Volume Change Behaviour / p112 (0066.jp2)
  43. 7.4 Moisture Change and Plasticity Index / p116 (0068.jp2)
  44. 7.5 Degree of Saturation Change and Plasticity Index / p117 (0069.jp2)
  45. 7.6 Volume Change Behaviour with Different Compaction Efforts / p119 (0070.jp2)
  46. 7.7 Lateral Pressure Behaviour / p119 (0070.jp2)
  47. 7.8 Effect of Initial Soil Suction on Swelling Behaviour / p122 (0071.jp2)
  48. 7.9 Effect of Increased Suction at Different Vertical Stresses / p125 (0073.jp2)
  49. 7.10 Free Swell Behaviour of Tested Samples / p125 (0073.jp2)
  50. 7.11 Elasto-Plastic Behaviour / p127 (0074.jp2)
  51. 7.12 Conclusions / p129 (0075.jp2)
  52. CHAPTER8 STRESS PATH EFFECTS ON SWELL BEHAVIOUR OF CLAYEY SOILS / p130 (0075.jp2)
  53. 8.1 Introduction / p130 (0075.jp2)
  54. 8.2 Material and Testing / p131 (0076.jp2)
  55. 8.3 Volume Change Behaviour / p131 (0076.jp2)
  56. 8.4 Water Content Behaviour / p133 (0077.jp2)
  57. 8.5 Degree of Saturation Behaviour / p134 (0077.jp2)
  58. 8.6 Lateral Pressure Behaviour / p135 (0078.jp2)
  59. 8.7 Elasto Plastic Behaviour / p137 (0079.jp2)
  60. 8.9 Conclusions / p138 (0079.jp2)
  61. CHAPTER9 SWELLING PRESSURE BEHAVIOUR UNDER CONTROLLED SUCTION / p139 (0080.jp2)
  62. 9.1 Introduction / p139 (0080.jp2)
  63. 9.2 Specimen Preparation / p140 (0081.jp2)
  64. 9.3 Test Performed / p140 (0081.jp2)
  65. 9.4 Vertical Strain versus Vertical Stress / p141 (0081.jp2)
  66. 9.5 Lateral pressure Behaviour / p142 (0082.jp2)
  67. 9.6 Swelling Pressure Behaviour / p142 (0082.jp2)
  68. 9.7 Proposed Approach / p145 (0083.jp2)
  69. 9.8 Conclusions / p147 (0084.jp2)
  70. CHAPTER10 SWELLING AND CONSOLIDATION BEHAVIOUR OF COMPACTED EXPANSIVE CLAY UNDER CONTROLLED SUCTION / p148 (0085.jp2)
  71. 10.1 Introduction / p148 (0085.jp2)
  72. 10.2 Material and Testing / p148 (0085.jp2)
  73. 10.3 Test Results and Discussion / p149 (0086.jp2)
  74. CHAPTER11 VOLUME CHANGE AND LATERAL PRESSURE CHARACTERISTICS OF UNSATURATED EXPANSIVE CLAY IN LOOPED STRESS PATH / p165 (0094.jp2)
  75. 11.1 Introduction / p165 (0094.jp2)
  76. 11.2 Specimens Preparation and Test Performed / p165 (0094.jp2)
  77. 11.3 Results and Discussion / p166 (0095.jp2)
  78. 11.4 Conclusions / p182 (0103.jp2)
  79. CHAPTER12 EFFECT OF COMPACTION CHARACTERISTICS ON SHRINKAGE / p183 (0103.jp2)
  80. 12.1 Introduction / p183 (0103.jp2)
  81. 12.2 Effect of Compaction Characteristics on Volumetric Shrinkage / p183 (0103.jp2)
  82. 12.3 Effect of Compaction Characteristics on Both Vertical and Lateral Shrinkages / p187 (0105.jp2)
  83. 12.4 Effect of Soil Microfabric on Shrinkage Behaviour / p191 (0107.jp2)
  84. 12.5 Variation of Soil Suction during Shrinking / p192 (0108.jp2)
  85. 12.6 Compaction Characteristics in Relation to Volumetric,Vertical and Lateral Shrinkages / p194 (0109.jp2)
  86. 12.7 Conclusions / p195 (0109.jp2)
  87. CHAPTER13 MODIFICATION OF TRIAXIAL CELL / p196 (0110.jp2)
  88. 13.1 Introduction / p196 (0110.jp2)
  89. 13.2 Equipment / p196 (0110.jp2)
  90. CHAPTER14 SHEAR STRENGTH OF EXPANSIVE CLAY / p202 (0113.jp2)
  91. 14.1 Introduction / p202 (0113.jp2)
  92. 14.2 Experimental Program / p202 (0113.jp2)
  93. 14.3 Results and Discussion / p205 (0115.jp2)
  94. 14.4 Conclusions / p231 (0128.jp2)
  95. CHAPTER15 SUMMARY AND GENERAL CONCLUSIONS / p233 (0129.jp2)
  96. REFRERENCES / p236 (0131.jp2)
  97. LIST OF PUBLICATIONS / p250 (0138.jp2)
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各種コード

  • NII論文ID(NAID)
    500000099683
  • NII著者ID(NRID)
    • 8000000099913
  • DOI(NDL)
  • NDL書誌ID
    • 000000263997
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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