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
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
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Telekes, Gabor
- 著者別名
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テレケシ, ガーボル
- 学位授与大学
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長岡技術科学大学
- 取得学位
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工学博士
- 学位授与番号
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甲第63号
- 学位授与年月日
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1992-03-25
注記・抄録
博士論文
目次
- TABLE OF CONTENTS / p1 (0003.jp2)
- CHAPTER1. INTRODUCTION / p1 (0009.jp2)
- 1.1 Brief history of earth reinforcement / p1 (0009.jp2)
- 1.2 The contents of the study / p30 (0038.jp2)
- CHAPTER2. REVIEW OF THE PREVIOUS RESULTS ON DYNAMIC BEHAVIOUR OF EMBANKMENT MODELS USING SHAKING TABLE TESTS / p34 (0042.jp2)
- 2.1 A shaking table test on reinforced sand / p34 (0042.jp2)
- 2.2 Seismic resistance of reinforced embankment by model shaking table tests / p38 (0046.jp2)
- 2.3 Seismic coefficient in seismic stability analysis of embankment / p45 (0053.jp2)
- 2.4 Dynamic failure tests on model embankments and numerical simulations of them / p50 (0058.jp2)
- 2.5 Behaviour of model embankments on shaking table / p55 (0063.jp2)
- CHAPTER3. THE THEORETICAL BACKGROUND OF THE STUDY / p68 (0076.jp2)
- 3.1 Classification of reinforced slopes design / p68 (0076.jp2)
- 3.2 The theoretical design of the shaking table experiments / p79 (0087.jp2)
- 3.3 The concept of "Tensar" type reinforced soil test used in this study / p91 (0099.jp2)
- 3.4 The law of similarity for reinforced embankment model tests on shaking table / p103 (0111.jp2)
- CHAPTER4. INTRODUCTION OF THE MODEL TESTS / p125 (0133.jp2)
- 4.1 The experimental set up / p125 (0133.jp2)
- 4.2 Soil parameters using to the experiment / p126 (0134.jp2)
- 4.3 Parameters of reinforcing material using to the experiment / p129 (0137.jp2)
- 4.4 The excitation parameters / p130 (0138.jp2)
- 4.5 The parameters of the models / p134 (0142.jp2)
- 4.6 Test results / p150 (0158.jp2)
- CHAPTER5. DISCUSSIONS / p164 (0172.jp2)
- 5.1 Analysis of the model tests results / p164 (0172.jp2)
- 5.2 Analysis of the effect of the scale of the models for the dynamic behaviour of the embankments / p167 (0175.jp2)
- 5.3 Analysis of the effect of slope angle for the dynamic behaviour of the embankments / p170 (0178.jp2)
- 5.4 Analysis of the effect of reinforcement for the dynamic behaviour of the embankments / p173 (0181.jp2)
- 5.5 A comparison of the outcome of this study with other researchers' results / p175 (0183.jp2)
- CHAPTER6. SUMMARY AND CONCLUSIONS / p176 (0184.jp2)
- 6.1 Conclusions of the study / p176 (0184.jp2)
- 6.2 Suggestions for further research / p180 (0188.jp2)
- ACKNOWLEDGEMENT / p181 (0189.jp2)
- REFERENCES / p182 (0190.jp2)
- APPENDIX I. / p192 (0200.jp2)
- APPENDIX II. / p196 (0204.jp2)