Study on dynamic slope stability of fill-type dam models フィルダム模型の斜面の動的安定性に関する研究

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著者

    • 董, 軍 トン, チュン

書誌事項

タイトル

Study on dynamic slope stability of fill-type dam models

タイトル別名

フィルダム模型の斜面の動的安定性に関する研究

著者名

董, 軍

著者別名

トン, チュン

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8950号

学位授与年月日

1991-03-29

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p3 (0003.jp2)
  2. ACKNOWLEDGEMENTS / p1 (0002.jp2)
  3. TABLE OF CONTENTS / p3 (0003.jp2)
  4. CHAPTER1 INTRODUCTION / p1 (0006.jp2)
  5. 1.1 GENERAL DESCRIPTION / p1 (0006.jp2)
  6. 1.2 BRIEF REVIEW OF PREVIOUS STUDIES / p3 (0007.jp2)
  7. 1.3 OBJECTIVES OF THE PRESENT STUDY / p10 (0010.jp2)
  8. 1.4 SCOPE OF THE THESIS / p12 (0011.jp2)
  9. Figures / p14 (0012.jp2)
  10. CHAPTER2 PLANE STRAIN COMPRESSION TESTS / p16 (0013.jp2)
  11. 2.1 INTRODUCTION / p16 (0013.jp2)
  12. 2.2 PLANE STRAIN APPARATUS / p17 (0014.jp2)
  13. 2.3 ACCURACY AND CALIBRATION OF EACH TRANSDUCER / p18 (0014.jp2)
  14. 2.4 LOCAL AXIAL STRAIN MEASUREMENTS / p20 (0015.jp2)
  15. 2.5 LATERAL DEFORMATION MEASUREMENTS / p24 (0017.jp2)
  16. 2.6 TESTING MATERIAL AND PREPARATION METHOD OF SPECIMENS / p25 (0018.jp2)
  17. 2.7 EXPERIMENTAL PROCEDURES / p28 (0019.jp2)
  18. 2.8 METHOD OF STRESS CORRECTION / p29 (0020.jp2)
  19. Figures / p30 (0020.jp2)
  20. CHAPTER3 STRENGTH AND DEFORMATION CHARACTERISTICS OF WET-TAMPED SAND AT EXTREMELY LOW CONFINING PRESSURES / p72 (0041.jp2)
  21. 3.1 TESTS PERFORMED / p72 (0041.jp2)
  22. 3.2 STRENGTH AND DEFORMATION CHARACTERISTICS IN PSC (δ=[数式]) / p74 (0042.jp2)
  23. 3.3 ANISOTROPIC STRENGTH AND DEFORMATIONCHARACTERISTICS (δ≠[数式]) / p78 (0044.jp2)
  24. 3.4 EFFECT OF CYCLES ON STRENGTH CHARACTERISTICS / p83 (0047.jp2)
  25. 3.5 DIRECT SHEAR BOX TESTS / p84 (0047.jp2)
  26. 3.6 SUMMARY / p89 (0050.jp2)
  27. Figures / p90 (0050.jp2)
  28. CHAPTER4 ANISOTROPIC DEFORMATION CHARACTERISTICS OF WET-TAMPED SAND AT EXTREMELY SMALL STRAIN LEVELS / p118 (0064.jp2)
  29. 4.1 INTRODUCTION / p118 (0064.jp2)
  30. 4.2 DEVIATOR STRESS-AXIAL STRAIN RELATIONS AT SMALL STRAIN LEVELS / p119 (0065.jp2)
  31. 4.3 ANISOTROPY IN MAXIMUM YOUNG'S MODULUS / p121 (0066.jp2)
  32. 4.4 ANISOTROPY IN MAXIMUM SHEAR MODULUS / p123 (0067.jp2)
  33. 4.5 ANISOTROPY IN POISSON'S RATIO / p125 (0068.jp2)
  34. 4.6 EFFECT OF INHERENT ANISOTROPY ON SECANT SHEAR MODULUS / p126 (0068.jp2)
  35. 4.7 STRESS-DILATANCY RELATIONS / p127 (0069.jp2)
  36. 4.8 SUMMARY / p128 (0069.jp2)
  37. Figures / p129 (0070.jp2)
  38. CHAPTER5 VIBRATION FAILURE TESTS ON EMBANKMENT DAM MODEL / p183 (0097.jp2)
  39. 5.1 INTRODUCTION / p183 (0097.jp2)
  40. 5.2 TWO DIMENSIONAL EMBANKMENT DAM MODEL TESTS / p184 (0097.jp2)
  41. 5.3 THREE DIMENSIONAL EMBANKMENT DAM MODEL TESTS / p197 (0104.jp2)
  42. Figures / p204 (0107.jp2)
  43. CHAPTER6 NUMERICAL ANALYSIS OF MODEL TESTS / p244 (0127.jp2)
  44. 6.1 INTRODUCTION / p244 (0127.jp2)
  45. 6.2 PREVIOUS STUDIES / p245 (0128.jp2)
  46. 6.3 DYNAMIC STABILITY ANALYSIS OF SLOPE OF DAM MODEL / p247 (0129.jp2)
  47. 6.4 PSEUDO-STATIC ELASTO-PLASTIC ANALYSIS / p276 (0143.jp2)
  48. Figures / p278 (0144.jp2)
  49. CHAPTER7 CONCLUSIONS / p333 (0172.jp2)
  50. REFERENCES / p341 (0176.jp2)
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各種コード

  • NII論文ID(NAID)
    500000081708
  • NII著者ID(NRID)
    • 8000000081916
  • DOI(NDL)
  • NDL書誌ID
    • 000000246022
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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