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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Author

    • Telekes, Gabor テレケシ, ガーボル

Bibliographic Information

Title

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

Other Title

振動模型実験による補強盛土の動的特性に関する研究

Author

Telekes, Gabor

Author(Another name)

テレケシ, ガーボル

University

長岡技術科学大学

Types of degree

工学博士

Grant ID

甲第63号

Degree year

1992-03-25

Note and Description

博士論文

Table of Contents

  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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Codes

  • NII Article ID (NAID)
    500000086115
  • NII Author ID (NRID)
    • 8000000086329
  • DOI(NDL)
  • NDLBibID
    • 000000250429
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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