Study on dynamic characteristics of reinforced embankments by shaking table model tests 振動模型実験による補強盛土の動的特性に関する研究

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著者

    • Telekes, Gabor テレケシ, ガーボル

書誌事項

タイトル

Study on dynamic characteristics of reinforced embankments by shaking table model tests

タイトル別名

振動模型実験による補強盛土の動的特性に関する研究

著者名

Telekes, Gabor

著者別名

テレケシ, ガーボル

学位授与大学

長岡技術科学大学

取得学位

工学博士

学位授与番号

甲第63号

学位授与年月日

1992-03-25

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p1 (0003.jp2)
  2. CHAPTER1. INTRODUCTION / p1 (0009.jp2)
  3. 1.1 Brief history of earth reinforcement / p1 (0009.jp2)
  4. 1.2 The contents of the study / p30 (0038.jp2)
  5. CHAPTER2. REVIEW OF THE PREVIOUS RESULTS ON DYNAMIC BEHAVIOUR OF EMBANKMENT MODELS USING SHAKING TABLE TESTS / p34 (0042.jp2)
  6. 2.1 A shaking table test on reinforced sand / p34 (0042.jp2)
  7. 2.2 Seismic resistance of reinforced embankment by model shaking table tests / p38 (0046.jp2)
  8. 2.3 Seismic coefficient in seismic stability analysis of embankment / p45 (0053.jp2)
  9. 2.4 Dynamic failure tests on model embankments and numerical simulations of them / p50 (0058.jp2)
  10. 2.5 Behaviour of model embankments on shaking table / p55 (0063.jp2)
  11. CHAPTER3. THE THEORETICAL BACKGROUND OF THE STUDY / p68 (0076.jp2)
  12. 3.1 Classification of reinforced slopes design / p68 (0076.jp2)
  13. 3.2 The theoretical design of the shaking table experiments / p79 (0087.jp2)
  14. 3.3 The concept of "Tensar" type reinforced soil test used in this study / p91 (0099.jp2)
  15. 3.4 The law of similarity for reinforced embankment model tests on shaking table / p103 (0111.jp2)
  16. CHAPTER4. INTRODUCTION OF THE MODEL TESTS / p125 (0133.jp2)
  17. 4.1 The experimental set up / p125 (0133.jp2)
  18. 4.2 Soil parameters using to the experiment / p126 (0134.jp2)
  19. 4.3 Parameters of reinforcing material using to the experiment / p129 (0137.jp2)
  20. 4.4 The excitation parameters / p130 (0138.jp2)
  21. 4.5 The parameters of the models / p134 (0142.jp2)
  22. 4.6 Test results / p150 (0158.jp2)
  23. CHAPTER5. DISCUSSIONS / p164 (0172.jp2)
  24. 5.1 Analysis of the model tests results / p164 (0172.jp2)
  25. 5.2 Analysis of the effect of the scale of the models for the dynamic behaviour of the embankments / p167 (0175.jp2)
  26. 5.3 Analysis of the effect of slope angle for the dynamic behaviour of the embankments / p170 (0178.jp2)
  27. 5.4 Analysis of the effect of reinforcement for the dynamic behaviour of the embankments / p173 (0181.jp2)
  28. 5.5 A comparison of the outcome of this study with other researchers' results / p175 (0183.jp2)
  29. CHAPTER6. SUMMARY AND CONCLUSIONS / p176 (0184.jp2)
  30. 6.1 Conclusions of the study / p176 (0184.jp2)
  31. 6.2 Suggestions for further research / p180 (0188.jp2)
  32. ACKNOWLEDGEMENT / p181 (0189.jp2)
  33. REFERENCES / p182 (0190.jp2)
  34. APPENDIX I. / p192 (0200.jp2)
  35. APPENDIX II. / p196 (0204.jp2)
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各種コード

  • NII論文ID(NAID)
    500000086115
  • NII著者ID(NRID)
    • 8000000086329
  • DOI(NDL)
  • NDL書誌ID
    • 000000250429
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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