Mechanical behavior and modeling of saturated clays subjected to cyclic loading 繰返し載荷を受ける飽和粘土の力学挙動とそのモデル化に関する研究

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著者

    • Mohamed Awad Bahr モハメッド アワド バハル

書誌事項

タイトル

Mechanical behavior and modeling of saturated clays subjected to cyclic loading

タイトル別名

繰返し載荷を受ける飽和粘土の力学挙動とそのモデル化に関する研究

著者名

Mohamed Awad Bahr

著者別名

モハメッド アワド バハル

学位授与大学

大阪大学

取得学位

工学博士

学位授与番号

甲第4393号

学位授与年月日

1991-06-30

注記・抄録

博士論文

09857

博士(工学)

1991-06-30

大阪大学

14401甲第04393号

目次

  1. LIST OF CONTENTS / p4 (0006.jp2)
  2. ABSTRACT / p1 (0004.jp2)
  3. ACKNOWLEDGEMENTS / p3 (0005.jp2)
  4. LIST OF CONTENTS / p4 (0006.jp2)
  5. NOTATIONS / p12 (0010.jp2)
  6. CHAPTER(1)INTRODUCTION / p1 (0011.jp2)
  7. 1.1 General Introduction / p1 (0011.jp2)
  8. 1.2 Backgrounds of the Study / p2 (0012.jp2)
  9. 1.3 Summary of Previous Studies / p4 (0013.jp2)
  10. 1.4 Progress and General Comments / p10 (0016.jp2)
  11. 1.5 Objective of the Present Study / p11 (0016.jp2)
  12. 1.6 Theoretical Approach / p14 (0018.jp2)
  13. 1.7 References / p24 (0023.jp2)
  14. CHAPTER(2)GEOLOGICAL BACKGROUND AND PHYSICAL PROPERTIES / p29 (0025.jp2)
  15. 2.1 General / p29 (0025.jp2)
  16. 2.2 Osaka Bed Soils and Geological Structure / p30 (0026.jp2)
  17. 2.3 Osaka Basin Formation in Comparison with Egypt Deltaic Deposits / p32 (0027.jp2)
  18. 2.4 Clays from Osaka-Basin and Geological Setting / p34 (0028.jp2)
  19. 2.5 Commercial Clay / p35 (0028.jp2)
  20. 2.6 Site Locations and Soil Profiles / p36 (0029.jp2)
  21. 2.7 Physical Properties of Tested Clays / p42 (0033.jp2)
  22. 2.8 References / p45 (0035.jp2)
  23. CHAPTER(3)TESTING PROGRAM AND CONDITIONS / p46 (0035.jp2)
  24. 3.1 General / p46 (0035.jp2)
  25. 3.2 Layout of the Laboratory Testing Program / p47 (0036.jp2)
  26. 3.3 Groups of Tests / p49 (0037.jp2)
  27. 3.4 Test Conditions / p52 (0038.jp2)
  28. 3.5 References / p66 (0045.jp2)
  29. CHAPTER(4)EXPERIMENTAL CONTRIBUTION / p67 (0046.jp2)
  30. 4.1 General / p67 (0046.jp2)
  31. 4.2 Clay Samples and Sampling / p68 (0047.jp2)
  32. 4.3 Test Equipment / p73 (0049.jp2)
  33. 4.4 Calibration Tests / p85 (0055.jp2)
  34. 4.5 Testing Techniques / p90 (0058.jp2)
  35. 4.6 Data Processing and Calculations / p106 (0066.jp2)
  36. 4.7 References / p108 (0067.jp2)
  37. CHAPTER(5)CYCLIC BEHAVIOR OF UNDISTURBED CLAYS AND THEIRCYCLIC STIFFNESS DEGRADATION / p110 (0068.jp2)
  38. 5.1 General / p110 (0068.jp2)
  39. 5.2 Shear Behavior during Cyclic Loading / p111 (0069.jp2)
  40. 5.3 Cyclic Stiffness Degradation / p131 (0079.jp2)
  41. 5.4 Correlation of Degradation Parameter with Plasticity Index / p144 (0085.jp2)
  42. 5.5 Conclusions / p146 (0086.jp2)
  43. 5.6 References / p148 (0087.jp2)
  44. CHAPTER(6)SHEAR BEHAVIOR OF SATURATED CLAYS AFTER CYCLIC LOADING / p149 (0088.jp2)
  45. 6.1 General / p149 (0088.jp2)
  46. 6.2 Static Stress-Strain Behavior after Cyclic Loading / p150 (0089.jp2)
  47. 6.3 Equivalent Over-Consolidation Phenomena of NC Clays / p166 (0097.jp2)
  48. 6.4 Proposed Degradation Relations of NC Clays after Cyclic Loading / p170 (0099.jp2)
  49. 6.5 Prediction of Stress-Strain Relationship after Cyclic Loading / p189 (0108.jp2)
  50. 6.6 Conclusions / p194 (0111.jp2)
  51. 6.7 References / p195 (0111.jp2)
  52. CHAPTER(7)SHEAR BEHAVIOR OF NC UNDISTURBED CLAYS AFTER CYCLIC LOADING AND SUBSEQUENT CONSOLIDATION / p197 (0112.jp2)
  53. 7.1 General / p197 (0112.jp2)
  54. 7.2 Consolidation Behavior after Cyclic Loading / p198 (0113.jp2)
  55. 7.3 Static Stress-Strain Behavior after Cyclic Loading and Consolidation / p204 (0116.jp2)
  56. 7.4 Shear Characteristics Relations of NC Clays after Cyclic Loading and Consolidation / p209 (0118.jp2)
  57. 7.5 Conclusions / p221 (0124.jp2)
  58. 7.6 References / p222 (0125.jp2)
  59. CHAPTER(8)SUMMARY AND CONCLUSIONS / p223 (0125.jp2)
  60. APPENDICES / p227 (0128.jp2)
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各種コード

  • NII論文ID(NAID)
    500000077597
  • NII著者ID(NRID)
    • 8000000077800
  • DOI(NDL)
  • NDL書誌ID
    • 000000241911
  • データ提供元
    • 機関リポジトリ
    • NDL-OPAC
    • NDLデジタルコレクション
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