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研究生: 何安東
Keita, Anthony
論文名稱: 評估溫拌瀝青混凝土之現地老化性質
Evaluation of Field Aging Characteristic of Warm Mix Asphalt
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: 2013
畢業學年度: 101
語文別: 英文
論文頁數: 92
外文關鍵詞: Warm Mix Asphalt, Sasobit®, Evotherm®, Resilient Modulus, Indirect Tensile Strength, Complex Shear Modulus, Phase Angle, Carbonyl, Sulfoxide
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  • ABSTRACT
    Due to the increasing environmental awareness and sustainable construction concerns, new technologies have been developed in the asphalt paving industry. One of the emerging technologies is the Warm Mix Asphalt (WMA). The biggest advantages of using WMA technologies are that it can reduce the mixing and compaction temperatures of asphalt mixtures. The temperature reduction feature of WMA leads to less aging of asphalt mixtures. In this study, the field aging characteristics of WMA with Sasobit®, an organic additive, Evotherm®, a chemical additive, as well as Pen 60-70 binder were investigated. A field test section was constructed and cores were retrieved from the field periodically and asphalt mixture mechanical properties as well as binder rheological and chemical properties were evaluated to understand the aging mechanism of WMA and HMA. The results indicate that the resilient modulus results showed that WMA-S had significantly higher MR values compared to the HMA and WMA-E mixtures and the tensile strength for both WMA increased with time. Rheological tests results showed that WMA-E has a lower G* compared with HMA indicating that the lower mixing and compaction temperatures reduce the aging of the binders. However, the WMA-S has higher complex modulus, the non-recoverable creep compliance and recovery of the binder compared with HMA. The chemical characterization of the binder has revealed that the rate of aging of the WMA binders is lower than the HMA binder.

    TABLE OF CONTENTS ABSTRACT I DEDICATION II ACKNOWLEDGEMENTS III TABLE OF CONTENTS IV LIST OF TABLES VII LIST OF FIGURES IX 1 CHAPTER ONE INTRODUCTION 1 1.1 Background 1 1.2 Problem Statement 3 1.3 Research Objective 4 1.4 Scope of Research 4 1.5 Organization of the thesis 5 2 CHAPTER TWO LITERATURE REVIEW 6 2.1 Warm Mix Asphalt Technologies 6 2.1.1 Foaming processes 7 2.1.2 Organic additives 7 2.1.3 Chemical additives 8 2.2 Age Hardening of Asphalt Binders 9 2.2.1 Oxidation 10 2.2.2 Volatilization 11 2.2.3 Short Term Aging 11 2.2.4 Long Term Aging 11 2.3 Warm Asphalt Laboratory and Field Studies 12 2.4 Binder Rheological Properties 15 2.4.1 Dynamic Shear Rheometer 15 2.4.2 Master Curves 18 2.4.3 Multiple Stress-Creep Recovery (MSCR) 20 2.4.4 Resilient Modulus Test 21 2.5 Indirect Tensile Strength Test 22 3 CHAPTER THREE RESEARCH METHODOLOGY 24 3.1 Material Selection 24 3.2 Experimental Plan 25 3.2.1 Warm Mix Binder and Mixture Preparation 27 3.2.2 Mixture Testing 28 3.2.3 Binder Testing 32 4 CHAPTER FOUR RESULTS AND DISCUSSIONS 36 4.1 Mixture Mechanical Properties 36 4.1.1 Resilient Modulus (MR) Test 36 4.1.2 Indirect Tensile Strength (ITS) 41 4.2 Binder Rheological Properties 46 4.2.1 Complex Modulus of Binders 46 4.2.2 Correlation between MR at 25oC and G*sin δ 47 4.2.3 Binder Master Curves and Phase Angle 49 4.2.4 Correlation between Carbonyls and G* at 64oC 51 4.2.5 Non-Recoverable Creep Compliance (Jnr) 53 4.2.6 Binder Chemical Characterization 64 4.3 Aging Model 67 4.4 Summary and Discussion 70 5 CHAPTER FIVE CONCLUSION AND SUGGESTIONS 73 5.1 Conclusion 73 5.2 Recommendations 75 APPENDIX A: MIXTURE TEST RESULTS 76 APPENDIX B: BINDER TEST RESULTS 90 REFERENCES 91

    REFERENCES

    Banerjee, A., De Fortier Smit, A., & Prozzi, J. A. (2012). The effect of long-term aging on the rheology of warm mix asphalt binders. Fuel, 97, 603-611. doi: 10.1016/j.fuel.2012.01.072
    Bitumen, S. (1991). The Shell bitumen handbook: Shell Bitumen.
    Branthaver, J. F., Petersen, J., Robertson, R., Duvall, J., Kim, S., Harnsberger, P., . . . Scharbron, J. (1993). Binder characterization and evaluation. Volume 2: Chemistry.
    Brown, E. R., Kandhal, P. S., & Zhang, J. (2001). Performance testing for hot mix asphalt. National Center for Asphalt Technology Report(01-05).
    Button, J. W., Estakhri, C., & Wimsatt, A. (2007). A synthesis of warm mix asphalt: Texas Transportation Institute, Texas A&M University System.
    D'Angelo, J., Kluttz, R., Dongre, R. N., Stephens, K., & Zanzotto, L. (2007). Revision of the Superpave High Temperature Binder Specification: The Multiple Stress Creep Recovery Test (With Discussion). Journal of the Association of Asphalt Paving Technologists, 76.
    D'Angelo, J. A. (2009). The relationship of the MSCR test to rutting. Road Materials and Pavement Design, 10(sup1), 61-80.
    D'Angelo, J. A., Harm, E. E., Bartoszek, J. C., Baumgardner, G. L., Corrigan, M. R., Cowsert, J. E., . . . Newcomb, D. E. (2008). Warm-mix asphalt: European practice.
    Edwards, Y., Tasdemir, Y., & Isacsson, U. (2007). Rheological effects of commercial waxes and polyphosphoric acid in bitumen 160/220–high and medium temperature performance. Construction and Building Materials, 21(10), 1899-1908.
    Epps, A., Harvey, J. T., Kim, Y. R., & Roque, R. (2000). Structural requirements of bituminous paving mixtures. Transportation in the New Millennium.
    Estakhri, C., Button, J., & Alvarez, A. E. (2010). Field and laboratory investigation of warm mix asphalt in Texas.
    Francken, L., & Clauwaert, C. (1987). Characterization and structural assessment of bound materials for flexible road structures. Paper presented at the Proceedings 6th International Conference on the Structural Design of Asphalt Pavements, Ann Arbor.
    Gandhi, T., Akisetty, C., & Amirkhanian, S. (2010). A comparison of warm asphalt binder aging with laboratory aging procedures. Journal of Testing and Evaluation, 38(1). doi: 10.1520/jte101934
    Hanson, D. I., Earth, A., King, E. D. G., Buncher, M., Duval, J., Blankenship, P., & Anderson, M. (2009). Project 05-07 Techniques for Prevention and Remediation of Non-Load Related Distresses on HMA Airport Pavements (Phase I).
    Hurley, G. C., & Prowell, B. D. (2005). Evaluation of Sasobit for use in warm mix asphalt. NCAT report, 05-06.
    Hurley, G. C., & Prowell, B. D. (2006). Evaluation of potential processes for use in warm mix asphalt. Journal of the Association of Asphalt Paving Technologists, 75, 41-90.
    Kristjánsdóttir, Ó., Muench, S. T., Michael, L., & Burke, G. (2007). Assessing potential for warm-mix asphalt technology adoption. Transportation Research Record: Journal of the Transportation Research Board, 2040(1), 91-99.
    Lamontagne, J., Dumas, P., Mouillet, V., & Kister, J. (2001). Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: application to road bitumens. Fuel, 80(4), 483-488.
    Petersen, J. (2009). A review of the fundamentals of asphalt oxidation. Transportation Research Circular E-C140.
    Petersen, J., Dorrence, S., Nazir, M., Plancher, H., & Barbour, F. (1981). Oxidation of sulfur compounds in petroleum residues: reactivity-structural relationships. Am. Chem. Soc., Div. Pet. Chem., Prepr.;(United States), 26(CONF-810813-(Vol. 2)).
    Petersen, J. C. (1984). Chemical composition of asphalt as related to asphalt durability: state of the art. Transportation Research Record(999).
    Prowell, B. D., Hurley, G. C., & Crews, E. (2007). Field performance of warm-mix asphalt at national center for asphalt technology test track. Transportation Research Record(1998), 96-102. doi: 10.3141/1998-12
    Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D.-Y., & Kennedy, T. W. (1996). Hot mix asphalt materials, mixture design and construction.
    Wasage, T., Statsna, J., & Zanzotto, L. (2010). Repeated loading and unloading tests of asphalt binders and mixes. Road Materials and Pavement Design, 11(3), 725-744.
    Williams, M. L., Landel, R. F., & Ferry, J. D. (1955). The temperature dependence of relaxation mechanisms in amorphous polymers and other glass-forming liquids. Journal of the American Chemical Society, 77(14), 3701-3707.

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