Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16201
標題: 以力學試驗探討再生瀝青混凝土於傳統配合設計下之拌合行為
Use of Strength Test to Characterize Engineering Properties of Reclaimed Asphalt Concrete for Differentiating its Mixing Type
作者: 蕭宏智
Hsiao, Hung-Chih
關鍵字: RAP;回收料;Viscosity;dynamic modulus experiment;黏滯度;動態模數試驗
出版社: 土木工程學系所
引用: 周恩德,「回收料老化程度對再生瀝青混凝土黑石頭現象影響之研究」,國立成功大學研究所碩士論文,台南,(2005)。 中華鋪面工程學會,「近代新瀝青混凝土路面材料及產製鋪設技術」,2004。 王睿懋,「亞熱帶地區提升再生混凝土耐久性之研究」,國立中央大學研究所博士論文,桃園,(2009)。 Roberts, F.L., Kandhal, P.S., Brown, E., Lee, D.Y. and Kennedy,T.W., Hot Mix Asphalt Materials Mixture Design, and Construction, NAPA Education Foundation, Second Edition, Lanham, Maryland (1996). Mastrofini, D. and Scarsella, M., “The Application of Rheology to the Evaluation of Bitumen Ageing,” Fual, Vol. 79, No. 9, pp. 1005-1015 (2000). Sondog, M. S., Chadbourn, B. A. and Drescher, A., Investigation of Recycled Asphalt Pavement (RAP) Mixtures Final Report, Minnesoda Department of Transportation, Virginia (2002). National Cooperative Highway Research Program (NCHRP), " Recommended Use of Reclaimed Asphalt Pavement in the Superpave Mix Design Method: Guildeline," Research Results Digest ─ Number 253 (2001). Soleymani, H.R., Anderson, M., McDaniel, R. and Abdelrahman, M.,“Investigation of The Black Rock Issue for Recycled Asphalt Mixtures,” Journal of Association of Asphalt PavingTechnologists, Vol. 69, pp.366~390 (2000). Peterson, G.D., Davison, R.R., Glover, C.J. and Bullin, J.A., “Effect of Composition on Asphalt Recycling Agent Performance,” Transportation Research Record 1436, pp. 38-46 , (1994). Asphalt Institute, Mix Design Methods for Asphalt Concrete and Other Hot-Mix Types, Asphalt Institute Manual Series No. 2 (MS-2) Sixth Edition , (1995). Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37 A. Inter Team Technical Report. Sept. NCHRP Project 9-19, Superpave Support and Performance Models Management, (2002). NCHRP Project 9-29, Simple Performance Tester for Superpave Mix Design, (2002). Kim, Y. R. and Lee, Y. C., "Interrelationships among Stiffnesses of Asphalt Aggregate Mixtures," Journal of the Association of Asphalt Paving Technologists, Vol. 64, pp. 575-609 , (1995). Goodrich, J. L., "Asphalt Binder Rheology, Asphalt Concrete Rheology and asphalt Concrete Mix properties," Journal of the Association of Asphalt Paving Technologists, Vol. 60 , (1991). Pellinen, T. K., "Investigation of the Use of Dynamic Modulus as an Indicator of Hot-Mix Asphalt Performance," Ph.D. Dissertation, Arizona State University, Tempe, AZ , (2001). Zhao, Y. and Kim, Y. R., "The Time-Temperature superposition For Asphalt Mixtures with Growing Damage and Permanent Deformation in Compression," 82th Transportation Research Board Annual Meeting , (2003). Donald E. Watson, Kathryn Ann Moore, Kevin Williams, "Refinement of New Generation Open-Graded Friction Course Mix Design," Transportation Research Board , (2003). Mohammad, L. N., Z. Wu, L. Myers, S. Cooper, and C. Abadie. A Practical Look at the Simple Performance Tests: Louisana’s Experience, Journal of the Association of Asphalt Paving Technologists, Vol. 74, pp. 557-600 , (2005). Mohammad, L. N., Z. Wu, S. Obulareddy, S. Cooper, and C. Abadie. Permanent Deformation Analysis of Hot-Mix Asphalt Mixtures with Simple Performance Tests and 2002 Mechanistic-Empirical Pavement Design Software. In Transportation Research Record: Journal of the Transportation Research Board, No. 1970, TRB, National Research Council, Washington, D.C., pp. 133-142 , (2006). Biligirl, K. P., K. E. Kaloush, M. S. Mamlouk, and M. W. Mitczak. Rational Modeling of Teriary Flow for Asphalt Mixtures. Presented at 86th Annual Meeting of the Transportation Research Board, Washington, D.C., (2007).
摘要: 
由於台灣地區天然資源短缺,瀝青混凝土之再生利用為鋪面工程未來之趨勢。工程會規定在配合設計中使用回收料不得超過40%。前人研究結果大多顯示,適當使用回收料下,不僅能有效增加各績效表現,且更符合環保的需求。藉由再生瀝青混凝土所採用的配合設計圖表,決定添加軟化劑的等級及比例,使回收料表面之老化瀝青能回復至設計所需的黏滯度;如果在拌合過程中附在回收料的舊瀝青與新瀝青無法拌合在一起,將產生黑石頭現象。因此探討回收料料與新粒料及新瀝青間之拌合為本研究探討之重要課題。
本研究藉由拌合圖表及馬歇爾配合設計,決定不同老化等級回收料使用的新瀝青及添加量。另外,利用超級鋪面旋轉揉壓機依三種不同拌合方式製成試體,進行成效評估,施作動態模數試驗、永久變形試驗與三軸c、ψ試驗,以評估在不同拌合方式下抵抗車轍之能力。另外進行間接張力潛變及破裂能量值探討抵抗疲勞能力之差異。
由各項試驗結果可知,普通老化再生瀝青混凝土之完全拌合較實際拌合與黑石頭拌合擁有較佳的抵抗車轍及較佳的抗疲勞之性能,且完全拌合與實際拌合間的差異較小,表示黑石頭的現象不明顯,完全拌合與實際拌合較為接近;在過度老化再生混凝土方面,完全拌合同樣也較實際拌合與黑石頭拌合擁有較好的抵抗車轍能力及較佳的抗疲勞之性能;另由結果發現,在過度老化再生瀝青混凝土之實際拌合試體的試驗結果與完全拌合的差距較普通老化的再生瀝青混凝土為大,表示過度老化再生瀝青混凝土的黑石頭現象較為明顯,使實際拌合的效益發揮得有限。
URI: http://hdl.handle.net/11455/16201
其他識別: U0005-1308201015305400
Appears in Collections:土木工程學系所

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