A study of the time-dependent stability of cut slopes

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著者

    • 馮, 鉄群 フェン, ティアチョン

書誌事項

タイトル

A study of the time-dependent stability of cut slopes

著者名

馮, 鉄群

著者別名

フェン, ティアチョン

学位授与大学

徳島大学

取得学位

博士 (工学)

学位授与番号

甲第1096号

学位授与年月日

2000-03-07

注記・抄録

博士論文

目次

  1. 論文目録 / (0001.jp2)
  2. 論文内容要旨 / (0003.jp2)
  3. TABLE OF CONTENTS / p5 (0008.jp2)
  4. SUMMARY / p1 (0006.jp2)
  5. SUMMARY(in Japanese) / p3 (0007.jp2)
  6. Chapter1 INTRODUCTION / p1 (0010.jp2)
  7. 1.1 Motivation / p1 (0010.jp2)
  8. 1.2 Organization of Current Thesis / p5 (0012.jp2)
  9. REFERENCES / p9 (0014.jp2)
  10. Chapter2 RESEARCH BACKGROUND / p14 (0017.jp2)
  11. 2.1 Introduction / p14 (0017.jp2)
  12. 2.2 A Review of the Methods for the Time-dependent Stability Analysis of Cut Slopes / p15 (0017.jp2)
  13. 2.3 A Review of the Researches on the Constitutive Models of Anisotropic Soils / p24 (0022.jp2)
  14. 2.4 A Review of the Back Analysis for the Parameters of Strength and the Constitutive Models / p31 (0025.jp2)
  15. REFERENCES / p39 (0029.jp2)
  16. Chapter3 CONVENTIONAL FE ANALYSIS FOR CUT SLOPES MADE IN SATURATED CLAY GROUNDS / p49 (0034.jp2)
  17. 3.1 Introduction / p49 (0034.jp2)
  18. 3.2 The Discussions on the Boundary Conditions of the Conventional FE Analysis / p50 (0035.jp2)
  19. 3.3 Constitutive Models / p52 (0036.jp2)
  20. 3.4 A Numerical Example / p57 (0038.jp2)
  21. 3.5 Numerical Results / p59 (0039.jp2)
  22. 3.6 The Stability Analysis Based on φ u=0 Analysis / p65 (0042.jp2)
  23. 3.7 Summary / p75 (0047.jp2)
  24. REFERENCES / p76 (0048.jp2)
  25. Chapter4 THE STABILITY ANALYSIS OF CUT SLOPES USING SATURATED-UNSATURATED COUPLED FEM / p79 (0049.jp2)
  26. 4.1 Introduction / p79 (0049.jp2)
  27. 4.2 Governing Equations / p80 (0050.jp2)
  28. 4.3 Finite Element Discretization in Space / p84 (0052.jp2)
  29. 4.4 Numerical Example / p85 (0052.jp2)
  30. 4.5 Numerical Results / p88 (0054.jp2)
  31. 4.6 Discussions / p92 (0056.jp2)
  32. 4.7 A Case Study / p94 (0057.jp2)
  33. 4.8 Summary / p96 (0058.jp2)
  34. REFERENCES / p97 (0058.jp2)
  35. Chapter5 A SATURATED-UNSATURATED FEA FOR CUT SLOPES CONSIDERING SWELLING AND SOFTENING EFFECTS / p99 (0059.jp2)
  36. 5.1 Introduction / p99 (0059.jp2)
  37. 5.2 Softening Process / p100 (0060.jp2)
  38. 5.3 A Saturated-Unsaturated FE Analysis Combined with Softening Effects / p103 (0061.jp2)
  39. 5.4 The Evaluation of the Time-Dependent Factors of Safety / p109 (0064.jp2)
  40. 5.5 An Example Excavation / p109 (0064.jp2)
  41. 5.6 Results and Discussions / p111 (0065.jp2)
  42. 5.7 Summary / p115 (0067.jp2)
  43. REFERENCES / p116 (0068.jp2)
  44. Chapter6 A BACK ANALYSIS OF THE MC-DP MODEL PARAMETERS BASED ON FEM AND NLSSQP METHOD / p118 (0069.jp2)
  45. 6.1 Introduction / p118 (0069.jp2)
  46. 6.2 MC-DP Model / p120 (0070.jp2)
  47. 6.3 A Back Analysis Based on NLSSQP Method / p122 (0071.jp2)
  48. 6.4 Back Analysis Procedures / p126 (0073.jp2)
  49. 6.5 A Numerical Example / p128 (0074.jp2)
  50. 6.6 Results and Discussions / p130 (0075.jp2)
  51. 6.7 Summary / p133 (0076.jp2)
  52. REFERENCES / p134 (0077.jp2)
  53. Chapter7 A FE ANALYSIS OF ANISOTROPIC SOIL SLOPES AND BACK ANALYSIS FOR ITS PARAMETERS / p135 (0077.jp2)
  54. 7.1 Introduction / p135 (0077.jp2)
  55. 7.2 Constitutive Relations of transversely isotropic soils / p136 (0078.jp2)
  56. 7.3 Yield Functions for Anisotropic Soils / p140 (0080.jp2)
  57. 7.4 Constitutive Equations under Plane Strain Condition / p143 (0081.jp2)
  58. 7.5 Finite Element Formulations / p146 (0083.jp2)
  59. 7.6 Determination of the Parameters by Means of NLSSQP Method / p148 (0084.jp2)
  60. 7.7 An Example Excavation Performed in an Anisotropic Slope / p148 (0084.jp2)
  61. 7.8 Results and Discussions / p150 (0085.jp2)
  62. 7.9 Summary / p154 (0087.jp2)
  63. REFERENCES / p155 (0087.jp2)
  64. Chapter8 CONCLUSIONS / p156 (0088.jp2)
  65. ACKNOWLEDGEMENTS / p159 (0089.jp2)
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各種コード

  • NII論文ID(NAID)
    500000188639
  • NII著者ID(NRID)
    • 8000000188922
  • DOI(NDL)
  • NDL書誌ID
    • 000000352953
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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