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研究生: 波嘉德
PERTIWI, GAMMA ADE
論文名稱: 發展量化再生劑與老化瀝青間擴散程度之創新試驗方法
Development of Innovative Testing Method to Determine the Diffusion Level between Rejuvenator and Aged Binder
指導教授: 楊士賢
Yang, Shih-Hsien
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2020
畢業學年度: 108
語文別: 英文
論文頁數: 53
外文關鍵詞: Reclaimed Asphalt Pavement, Reclaimed Asphalt Binder, rejuvenator, hollow upper plate, doughnut contact blending, DSR, FTIR-ATR
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  • Recently, the use of reclaimed asphalt pavement (RAP) has become more and more popular, due to environmental and economic concerns. However, as high RAP content used over 30%, asphalt mixtures become brittle so that premature failure (cracking) may occur. In order to improve the cracking resistance of asphalt mixtures with high RAP contents, one of the approaches considered is the use of rejuvenator. Furthermore, a good rejuvenator should not only have superior regeneration and anti-aging properties, but also should have appropriate diffusion. In order to investigate the diffusion phenomenon, three types of rejuvenator were used: rubberwood bio-oil (RWO), rejuvenator-1 (RA1), rejuvenator-2 (RA2). Therefore, the objective of this study is to develop a new doughnut contact blending method to determine the diffusion level between rejuvenator and aged binder using rheological by using Dynamic Shear Rheometer (DSR) and verify by chemical analysis by Fourier Transform Infrared Spectroscopy-Attenuated Total Reflectance (FTIR-ATR). The concept of diffusion using aged binders with different rejuvenator with conditioning time, as natural diffuse and play with percentages rejuvenator adding as artificial diffuse. The trend of the curve shows that tested by standard and hollow upper plate did not give that big different for complex modulus master curve. For natural diffuse scenario, the equivalency blending level showed the biggest value for RAB-RA1, followed by RAB-RA2 and RAB-RWO. It verified by FTIR result, the absorbance peak results were consistent with DSR result. The absorbance peak of natural diffuse headed closer to absorbance peak of fully blended. The result indicates that the diffusion occurred between aged binder and rejuvenator, and an innovative testing method with doughnut contact blending to determine the diffusion level by DSR was verified.

    ABSTRACT I DEDICATION II ACKNOWLEDGEMENTS III CONTENTS IV LIST OF TABLES VII LIST OF FIGURES VIII 1 CHAPTER ONE INTRODUCTION 1 1.1 Background. 1 1.2 Research Objective. 4 1.3 Thesis Organization. 4 2 CHAPTER TWO LITERATURE REVIEW 6 2.1 Reclaimed Asphalt Pavement (RAP). 6 2.2 Rejuvenator. 7 2.3 Diffusion Theory. 10 2.3.1 Diffusions in Asphalts Binder. 11 2.3.2 Quantifying Diffusions Method in Asphalts Binder. 12 3 CHAPTER THREE RESEARCH METHODOLOGY 15 3.1 Materials. 17 3.2 Experimental Method and Sample Preparation. 18 3.3 Theoretical Background. 22 3.3.1 Dynamic Shear Rheometer (DSR). 23 3.3.2 Stress-Strain in Hollow Cylinder 24 3.3.2.1 Shear Stress. 25 3.3.2.2 Shear Strain. 25 3.3.3 Fourier Transform Infrared Spectroscopy-Attenuated Total Reflectance (FTIR-ATR). 26 4 CHAPTER FOUR RESULT AND DISCUSSION 29 4.1 Comparison of Hollow and Standard Upper Plate Result. 29 4.2 Dynamic Shear Rheometer (DSR) Results. 30 4.2.1 Natural Diffuse Scenario. 30 4.2.2 Artificial Diffuse Scenario. 32 4.2.3 Equivalency Blending Level Determination. 34 4.3 Fourier Transform Infrared Spectroscopy–Attenuated Total Reflectance (FTIR-ATR) Results. 36 5 CHAPTER FIVE CONCLUSION AND SUGGESTION 43 5.1 Conclusion. 43 5.2 Recommendation. 43 REFERENCES 44 APPENDIX 51

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