Failure mechanism and stability analysis of reinforced sandy slope 補強砂斜面の破壊メカニズムと極限つりあい法による安定解析

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著者

    • 黄, 景川 ホァン, チンツァン

書誌事項

タイトル

Failure mechanism and stability analysis of reinforced sandy slope

タイトル別名

補強砂斜面の破壊メカニズムと極限つりあい法による安定解析

著者名

黄, 景川

著者別名

ホァン, チンツァン

学位授与大学

東京大学

取得学位

工学博士

学位授与番号

甲第8768号

学位授与年月日

1990-09-29

注記・抄録

博士論文

目次

  1. CONTENTS / (0004.jp2)
  2. CHAPTER1 INTRODUCTION / p1 (0008.jp2)
  3. 1-1 BACKGROUND / p1 (0008.jp2)
  4. 1-2 THE MECHANISMS OF SOIL REINFORCING / p2 (0009.jp2)
  5. 1-3 BACKGROUND OF THE PRESENT STUDY / p3 (0010.jp2)
  6. 1-4 OBJECTIVE OF THE PRESENT / p5 (0012.jp2)
  7. CHAPTER2 MODEL TEST APPARATUS / p6 (0013.jp2)
  8. 2-1 REDUCE SCALE MODEL TEST / p6 (0013.jp2)
  9. 2-2 TEST MEDIUM / p6 (0013.jp2)
  10. 2-3 FOOTING AND LOADING SYSTEM / p9 (0016.jp2)
  11. 2-4 SAND BOX AND PHOTOGRAMMETRIC METHOD / p11 (0018.jp2)
  12. 2-5 REINFORCING STRIPS / p12 (0019.jp2)
  13. CHAPTER3 MODEL TEST RESULTS / p15 (0022.jp2)
  14. 3-1 MODEL TEST ARRANGEMENT / p15 (0022.jp2)
  15. 3-2 TEST RESULTS AND DISCUSSIONS OF GROUP1(The effect of the load inclination) / p18 (0025.jp2)
  16. 3-3 TEST RESULTS AND DISCUSSIONS OF GROUP2(Restraining conditions of the footing) / p21 (0028.jp2)
  17. 3-4 TEST RESULTS AND DISCUSSIONS OF GROUP3(The effect of vertical spacing of reinforcement) / p22 (0029.jp2)
  18. 3-5 TEST RESULTS AND DISCUSSIONS OF GROUP4(The effect of the length and the position of reinfocement) / p24 (0031.jp2)
  19. 3-6 TEST RESULTS AND DISCUSSIONS OF GROUP5(The effect of covering ratio) / p26 (0033.jp2)
  20. 3-7 TEST RESULTS AND DISCUSSIONS OF GROUP6(The effect of the orientation of reinforcement) / p28 (0035.jp2)
  21. 3-8 SUMMARY OF OBSERVED FAILURE MECHANISMS / p30 (0037.jp2)
  22. 3-9 CONCLUSIONS / p32 (0039.jp2)
  23. CHAPTER4 FORMULATION OF STABILITY ANALYSIS / p35 (0042.jp2)
  24. 4-1 GENERAL CONCEPT OF SLOPE STABILITY ANALYSIS / p35 (0042.jp2)
  25. 4-2 INCORPORATING REINFORCEMENT FORCE / p39 (0046.jp2)
  26. 4-3 FELLENIUS METHOD / p40 (0047.jp2)
  27. 4-4 BISHOP'S METHOD / p42 (0049.jp2)
  28. 4-5 SPENCER'S MEHTOD / p45 (0052.jp2)
  29. 4-6 JANBU'S METHOD / p46 (0053.jp2)
  30. 4-7 BILINEAR TWO-WEDGE METHOD / p49 (0056.jp2)
  31. 4-8 CONCLUSIONS / p54 (0061.jp2)
  32. CHAPTER5 LIMIT EQUILIBRIUM ANALYSIS OF THE TEST RESULTS / p55 (0062.jp2)
  33. 5-1 THE FAILURE MECHANISM OF LOADED SLOPES / p55 (0062.jp2)
  34. 5-2 FURTHER VERIFICATION OF THE ANALYTICAL METHOD / p57 (0064.jp2)
  35. 5-3 THE ANALYSIS OF TEST RESULTS / p63 (0070.jp2)
  36. 5-4 CONCLUSIONS / p88 (0095.jp2)
  37. CHAPTER6 ANALYTICAL RESULTS BY OTHER METHODS / p91 (0098.jp2)
  38. 6-1 UNDEREXTIMATION OF BEARING CAPACITY BY NEGLECTING INTER-SLICE REINFORCEMENT FORCE / p91 (0098.jp2)
  39. 6-2 ANALYTICAL RESULTS BY USING CIRCULAR FAILURE SURFACE / p92 (0099.jp2)
  40. 6-3 COMPARISON BETWEEN DIFFERENT METHODS OF STABILITY ANALYSIS / p94 (0101.jp2)
  41. 6-4 ANALYTICAL RESULTS BY USING BILINEAR TOW-WEDGE MECHANISM / p96 (0103.jp2)
  42. 6-5 NUMERICAL ERROR IN THESE METHODS / p98 (0105.jp2)
  43. 6-6 PREDICTED FAILURE SURFACE BY DIFFERENT METHODS / p99 (0106.jp2)
  44. 6-7 CONCLUSIONS / p100 (0107.jp2)
  45. CHAPTER7 TRACTION FORCE IN REINFORCEMENT / p102 (0109.jp2)
  46. 7-1 METHOD OF PREDICTING TRACTION FORCE IN THE REINFORCEMENT / p102 (0109.jp2)
  47. 7-2 MEASURED TRACTION FORCE DISTRIBUTION IN REINFORCED SLOPES / p103 (0110.jp2)
  48. 7-3 THE PREDICTION OF THE MAXIMUM TENSILE FORCE IN REINFORCEMENT / p109 (0116.jp2)
  49. 7-4 CONCLUSIONS / p111 (0118.jp2)
  50. CHAPTER8 CONCLUSIONS AND FUTURE STUDY / p112 (0119.jp2)
  51. 8-1 CONCLUSIONS FROM THE PRESENT STUDY / p112 (0119.jp2)
  52. 8-2 FUTURE STUDY / p117 (0124.jp2)
  53. ACKNOWLEDGEMENT / p118 (0125.jp2)
  54. REFERENCE / p119 (0126.jp2)
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各種コード

  • NII論文ID(NAID)
    500000081526
  • NII著者ID(NRID)
    • 8000000081734
  • DOI(NDL)
  • NDL書誌ID
    • 000000245840
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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