Development of a new in-situ direct shear test method and its application to problems of slope stability and bearing capacity 新しい原位置一面せん断試験法の開発とその斜面安定・支持力問題への適用

この論文をさがす

著者

    • 劉, 斯宏 リュウ, シホン

書誌事項

タイトル

Development of a new in-situ direct shear test method and its application to problems of slope stability and bearing capacity

タイトル別名

新しい原位置一面せん断試験法の開発とその斜面安定・支持力問題への適用

著者名

劉, 斯宏

著者別名

リュウ, シホン

学位授与大学

名古屋工業大学

取得学位

博士 (工学)

学位授与番号

甲第313号

学位授与年月日

2000-03-23

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p1 (0004.jp2)
  2. Chapter1:INTRODUCTION / p1 (0006.jp2)
  3. 1.1 OBJECTIVES AND SCOPE OF THIS STUDY / p1 (0006.jp2)
  4. 1.2 ORGANIZATION OF THE THESIS / p3 (0007.jp2)
  5. Chapter2:DEVELOPMENT OF SIMPLIFIED DIRECT SHEAR TEST AND EXAMINATIONS IN LABORATORY / p7 (0009.jp2)
  6. 2.1 INTRODUCTION / p7 (0009.jp2)
  7. 2.2 IDEA OF SIMPLIFIED DIRECT SHEAR TEST / p7 (0009.jp2)
  8. 2.3 SIMPLIFIED DIRECT SHEAR TEST IN SMALL SIZE / p8 (0010.jp2)
  9. 2.4 SIMPLIFIED DIRECT SHEAR TEST IN LARGE SIZE / p15 (0013.jp2)
  10. Chapter3:APPLICATION OF LARGE-SIZED IN-SITU DIRECT SHEAR TEST TO ROCKFILL MATERIALS / p29 (0020.jp2)
  11. 3.1 INTRODUCTION / p29 (0020.jp2)
  12. 3.2 CONFIRMATORY TESTS AT THE SITE OF A PLANED ROCKFILL DAM / p29 (0020.jp2)
  13. 3.3 TESTS ON ROCKFILL MATERIALS AT VARIOUS CONSTRUCTION SITES OF EMBANKMENTS / p33 (0022.jp2)
  14. 3.4 CONCLUSIONS / p36 (0024.jp2)
  15. Chapter4:APPLICATION OF SMALL-SIZED IN-SITU DIRECT SHEAR TEST TO CLAYS / p49 (0030.jp2)
  16. 4.1 INTRODUCTION / p49 (0030.jp2)
  17. 4.2 TESTS ON FUJINOMORI CLAYS IN LABORATORY / p49 (0030.jp2)
  18. 4.3 TESTS ON UNDISTURBED CLAYS IN FIELDS / p52 (0032.jp2)
  19. Chapter5:ESTIMATION OF STRAINS IN NEW DIRECT SHEAR TEST / p55 (0033.jp2)
  20. 5.1 INTRODUCTION / p55 (0033.jp2)
  21. 5.2 ESTIMATION OF 2D STRAINS IN SIMPLIFIED DIRECT SHEAR TEST / p56 (0034.jp2)
  22. 5.3 ESTIMATION OF STRAINS IN LARGE-SIZED IN-SITU DIRECT SHEAR TEST / p59 (0035.jp2)
  23. Chapter6:MICROSCOPIC STUDY ON SHEAR MECHANISM OF NEW DIRECT SHEAR TEST BY DEM / p65 (0038.jp2)
  24. 6.1 INTRODUCTION / p65 (0038.jp2)
  25. 6.2 THE DISTINCT ELEMENT METHOD(DEM) / p66 (0039.jp2)
  26. 6.3 SIMULATION OF SIMPLE SHEAR TEST BY DEM / p72 (0042.jp2)
  27. 6.4 FABRIC CHANGE IN GRANULAR MATERIALS UNDER SHEAR / p75 (0043.jp2)
  28. 6.5 STRESS-DILATANCY RELATION ON MOBILIZED PLANE / p79 (0045.jp2)
  29. 6.6 CONCLUSIONS / p96 (0054.jp2)
  30. Chapter7:DETERMINATION OF STRENGTH PARAMETERS OF GRANULAR SOIL SLOPE BY NEW DIRECT SHEAR TEST AND STUDY ON SLOPE FAILURE MECHANISM / p99 (0055.jp2)
  31. 7.1 INTRODUCTION / p99 (0055.jp2)
  32. 7.2 NEW DIRECT SHEAR TESTS AND TILTING BOX TESTS ON ASSEMB1ES OF ALUMINUM RODS / p100 (0056.jp2)
  33. 7.3 MICROSCOPIC STUDY ON FAILURE MECHANISM OF GRANULAR SOIL SLOPE IN DRY STATE BY DEM / p105 (0058.jp2)
  34. 7.4 AN EFFECTIVE REINFORCEMENT BASED ON FAILURE MECHANISM OF GRANULAR SOIL SLOPE / p109 (0060.jp2)
  35. 7.5 NON-LINEAR ANALYSIS METHOD OF GRANULAR SLOPE STABILITY / p110 (0061.jp2)
  36. 7.6 STABILITY ANALYSIS FOR SLOPE OF EMBANKMENT AT SITE N USING STRENGTH PARAMETERS DETERMINED BY NEW DIRECT SHEAR TEST / p115 (0063.jp2)
  37. 7.7 CONCLUSIONS / p117 (0064.jp2)
  38. Chapter8:BEARING CAPACITY IMPROVEMENT BY CONNECTED SOILBAGS / p119 (0065.jp2)
  39. 8.1 INTRODUCTION / p119 (0065.jp2)
  40. 8.2 REVIEW OF PREVIOUS STUDY ON SOILBAGS / p119 (0065.jp2)
  41. 8.3 STRENGTH PROPERTY OF SOILBAG / p123 (0067.jp2)
  42. 8.4 APPLICATIONS OF CONNECTED SOILBAGS IN REAL ENGINEERING PRACTICE / p132 (0072.jp2)
  43. 8.5 CONCLUSIONS / p148 (0080.jp2)
  44. Chapter9:CONCLUSIONS / p151 (0081.jp2)
  45. ACKNOWLEDGMENTS / (0083.jp2)
  46. APPENDIX:Photographs of new large-sized in-situ direct shear tests at some construction sites of embankments / (0084.jp2)
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各種コード

  • NII論文ID(NAID)
    500000187891
  • NII著者ID(NRID)
    • 8000000188174
  • DOI(NDL)
  • NDL書誌ID
    • 000000352205
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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