Fundamental studies on numerical analysis of plastic flow in geomechanics 塑性破壊領域を含む地盤変形問題の解析

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著者

    • 關口, 宏二 セキグチ, コウジ

書誌事項

タイトル

Fundamental studies on numerical analysis of plastic flow in geomechanics

タイトル別名

塑性破壊領域を含む地盤変形問題の解析

著者名

關口, 宏二

著者別名

セキグチ, コウジ

学位授与大学

京都大学

取得学位

博士 (工学)

学位授与番号

乙第8282号

学位授与年月日

1993-07-23

注記・抄録

博士論文

目次

  1. 論文目録 / (0001.jp2)
  2. TABLE OF CONTENTS / p5 (0008.jp2)
  3. ABSTRACT / p1 (0004.jp2)
  4. ACKNOWLEDGEMENTS / p3 (0006.jp2)
  5. TABLE OF CONTENTS / p5 (0008.jp2)
  6. CHAPTER1 INTRODUCTION / p1 (0012.jp2)
  7. 1.1 OBJECTIVE OF PRESENT STUDY / p1 (0012.jp2)
  8. 1.2 LAYOUT OF PRESENT THESIS / p2 (0013.jp2)
  9. REFERENCES / p5 (0014.jp2)
  10. CHAPTER2 REVIEW OF PREVIOUS WORK / p7 (0015.jp2)
  11. 2.1 INTRODUCTION / p7 (0015.jp2)
  12. 2.2 THEORY OF VISCOPLASTICITY FOR GEOMECHANICS / p10 (0017.jp2)
  13. 2.3 BEARING CAPACITY OF SHALLOW FOUNDATIONS/SLOPE STABILITY / p11 (0017.jp2)
  14. 2.4 TUNNELLING PROBLEMS / p12 (0018.jp2)
  15. 2.5 SOIL-STRUCTURE INTERACTION USING INTERFACE ELEMENTS / p14 (0019.jp2)
  16. 2.6 MULTI-LAMINATE MODEL / p17 (0020.jp2)
  17. 2.7 OTHER APPLICATIONS / p18 (0021.jp2)
  18. 2.8 SUMMARY AND CONCLUSIONS / p19 (0021.jp2)
  19. REFERENCES / p20 (0022.jp2)
  20. CHAPTER3 APPLICATION OF PSEUDO-VISCOPLASTICITY FOR CONTINUUM ELEMENT / p25 (0024.jp2)
  21. 3.1 INTRODUCTION / p25 (0024.jp2)
  22. 3.2 STABILITY AND CONVERGENCE CRITERIA / p25 (0024.jp2)
  23. 3.3 ACCURACY OF CONTINUUM ELEMENTS / p27 (0025.jp2)
  24. 3.4 SUMMARY AND CONCLUSIONS / p33 (0028.jp2)
  25. REFERENCES / p33 (0028.jp2)
  26. CHAPTER4 APPLICATION OF PSEUDO-VISCOPLASTICITY FOR JOINT ELEMENT / p34 (0029.jp2)
  27. 4.1 INTRODUCTION / p34 (0029.jp2)
  28. 4.2 FORMULATION OF 6-NODED JOINT ELEMENT / p35 (0030.jp2)
  29. 4.3 PSEUDO-VISCOPLASTICITY FOR NON-LINEAR JOINT ELEMENT / p38 (0031.jp2)
  30. 4.4 NUMERICAL STABILITY AND ACCURACY / p44 (0034.jp2)
  31. 4.5 OPTIMIZATION OF PSEUDO-VISCOPLASTIC PARAMETERS / p60 (0042.jp2)
  32. 4.6 SUMMARY AND CONCLUSIONS / p62 (0043.jp2)
  33. REFERENCES / p63 (0044.jp2)
  34. CHAPTER5 LARGE DEFORMATION AND FACE INSTABILITY IN TUNNELLING THROUGH THICK FAULT ZONES / p64 (0044.jp2)
  35. 5.1 INTRODUCTION / p64 (0044.jp2)
  36. 5.2 CONCEPT OF THE LOAD SHEARING RATIO / p65 (0045.jp2)
  37. 5.3 STABILITY CONDITION AT THE ADVANCING FACE / p66 (0045.jp2)
  38. 5.4 LOAD SHEARING RATIO IN PLANE STRAIN CONDITION / p68 (0046.jp2)
  39. 5.5 3-D FINITE ELEMENT ANALYSIS OF THE ADVANCING FACE OF A TUNNEL / p69 (0047.jp2)
  40. 5.6 CASE HISTORY OF THE NABETACHIYAMA TUNNEL, JAPAN / p77 (0051.jp2)
  41. 5.7 SUMMARY AND CONCLUSIONS / p87 (0056.jp2)
  42. REFERENCES / p87 (0056.jp2)
  43. CHAPTER6 BEARING CAPACITY ANALYSIS OF SHALLOW FOUNDATIONS SUBJECTED TO INCLINED LOADS / p90 (0057.jp2)
  44. 6.1 INTRODUCTION / p90 (0057.jp2)
  45. 6.2 COMPARISON OF BEARING CAPACITY FACTORS / p91 (0058.jp2)
  46. 6.3 AN EXAMPLE OF PRACTICAL APPLICATION / p99 (0062.jp2)
  47. 6.4 SUMMARY AND CONCLUSIONS / p104 (0064.jp2)
  48. REFERENCES / p108 (0066.jp2)
  49. CHAPTER7 INTERACTION OF A CONCRETE DAM WITH A JOINTED ROCK FOUNDATION / p110 (0067.jp2)
  50. 7.1 INTRODUCTION / p110 (0067.jp2)
  51. 7.2 METHOD OF ANALYSIS / p111 (0068.jp2)
  52. 7.3 BARRETT CHUTE DAM / p116 (0070.jp2)
  53. 7.4 NUMERICAL MODELLING / p122 (0074.jp2)
  54. 7.5 RESULTS OF ANALYSES / p131 (0078.jp2)
  55. 7.6 SUMMARY AND CONCLUSIONS / p152 (0089.jp2)
  56. REFERENCES / p153 (0089.jp2)
  57. CHAPTER8 HOOP TENSION ANALYSES OF A STEEL CELL / p155 (0090.jp2)
  58. 8.1 INTRODUCTION / p155 (0090.jp2)
  59. 8.2 METHOD OF ANALYSIS / p157 (0091.jp2)
  60. 8.3 OBSERVED SOIL PRESSURE DISTRIBUTION OF A STEEL CELL / p157 (0091.jp2)
  61. 8.4 NUMERICAL MODELLING / p159 (0092.jp2)
  62. 8.5 RESULTS OF THE ANALYSES / p160 (0093.jp2)
  63. 8.6 SUMMARY AND CONCLUSIONS / p169 (0097.jp2)
  64. REFERENCES / p170 (0098.jp2)
  65. CHAPTER9 GROUND DEFORMATION DURING A BRACED EXCAVATION IN A THICK SOFT CLAY DEPOSIT / p172 (0099.jp2)
  66. 9.1 INTRODUCTION / p172 (0099.jp2)
  67. 9.2 METHOD OF ANALYSES / p173 (0100.jp2)
  68. 9.3 A BRACED EXCAVATION IN SOFT CLAY / p175 (0101.jp2)
  69. 9.4 NUMERICAL MODELLING / p180 (0103.jp2)
  70. 9.5 RESULTS OF ANALYSES / p183 (0105.jp2)
  71. 9.6 SUMMARY AND CONCLUSIONS / p192 (0109.jp2)
  72. REFERENCES / p192 (0109.jp2)
  73. CHAPTER10 CONCLUDING REMARKS / p196 (0111.jp2)
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各種コード

  • NII論文ID(NAID)
    500000099388
  • NII著者ID(NRID)
    • 8000000099618
  • DOI(NDL)
  • NDL書誌ID
    • 000000263702
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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