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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Author

    • 關口, 宏二 セキグチ, コウジ

Bibliographic Information

Title

Fundamental studies on numerical analysis of plastic flow in geomechanics

Other Title

塑性破壊領域を含む地盤変形問題の解析

Author

關口, 宏二

Author(Another name)

セキグチ, コウジ

University

京都大学

Types of degree

博士 (工学)

Grant ID

乙第8282号

Degree year

1993-07-23

Note and Description

博士論文

Table of Contents

  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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Codes

  • NII Article ID (NAID)
    500000099388
  • NII Author ID (NRID)
    • 8000000099618
  • DOI(NDL)
  • NDLBibID
    • 000000263702
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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