| 摘要(英) |
Reclaimed asphalt pavement (RAP) after repeated re-use, the variance in component materials not only to affects the quality of variability, but also to influence the durability and sustainability. The objective of research is to enhance the durability of Reclaimed Asphalt Pavement quality for the problems from the analysis of current status, construction conditions and performance in Taiwan.
The research is to analyze the Reclaimed Asphalt Pavement used status in Taiwan by the environmental factors of sub-tropical climatic conditions and traffic etc. , the characteristics of Reclaimed Asphalt Pavement and regulations of official authorities, assess the construction conditions effected of quality, performance and durability in laboratory and in-place by both aspects of if mix uniform and densification. And simulate asphalt material aged speed for short-term and long-term in natural environment by adding to different ratio of Reclaimed Asphalt Pavement and rejuvenator and the results form UV oven, Pressure Aging Vessel (PAV) and Tensile Strength Ratio (TSR) to assess durability of pavement for sub-tropical climate. Propose the solution for current problems of Reclaimed Asphalt Pavement form the research.
For enhanced the strength of pavement for the road of heavy traffic with considering the climate can use higher level asphalt binder AC-30 (3000 Poises) in Taiwan. It should set different standard for official authorities used because of the definition of target viscosity is different form Reclaimed Asphalt viscosity. For higher viscosity RAP, It should restrict the application range for aggregate substitute pavement base and subbase or secondary structures, and suggest using rejuvenator with relevant standards to increase the amount of RAP and enhance quality. Placing in the insulation tube for 6 to 12 hours after RAP mixed could effective increasing its uniformity to enhance pavement performance and uniform temperature when construction. The ratio of adding RAP is less than 40% because of Adding more RAP could enhance stable value, resilient modulus of elasticity and indirect tension value but debasing its uniformity and Tensile Strength Ratio (TSR), adding Antistripping Agent or lime could reduce problems of scaling on environmental conditions in Taiwan.
Enhance the uniformity, performance and durability of RAP by Insulation tube. Appropriate control the ratio of adding RAP is less than 40% could achieve the general pavement the same or better performance. The target viscosity can be set at 3,000 Poises by RAP design methods, reclaimed asphalt viscosity at 5,000 Poises ± 35%, the situation in different cities and counties may do so through the Expert Meeting on the viscosity appropriate adjustments. Due to RAP heating process differences with general pavement, that could ensure construction quality and increasing the durability by effective temperature control.
|
| 參考文獻 |
1.http://www.asphaltalliance.com/upload/Perpetual%20Pavement%20Background_974913343_112006173118.pdf
2.http://www.road.or.jp/
3.http://www.pwri.go.jp/team/maruro/link.htm
4.http://www.fhwa.dot.gov/pavement/recycling/
5.http://gip.taneeb.gov.tw /public/Attachment/4112517303771.doc
6.Junan Shen, Serji Amirkhanian and Jennifer Aune Miller.“Effects of Rejuvenating Agents on Superpave Mixtures Containing Reclaimed Asphalt Pavement.” JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / MAY 2007.
7.Alan Carter and Mary Stroup-Gardiner. “Indirect Tension Relaxation Test to Evaluate the Effect of the Addition of RAP to HMA Mixes.” JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / MARCH 2007.
8.Rafiqul Alam Tarefder, Luther White and Musharraf Zaman. “Neural Network Model for Asphalt Concrete Permeability.” JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / JANUARY/FEBRUARY 2005.
9.Xinjun Li, Timothy R. Clyne, Mihai O. Marasteanu. “RECYCYLED ASPHALT PAVEMENT (RAP) EFFECTS ON BINDER AND MIXTURE QUALITY.” Minnesota Department of Transportation final report, Report No. MN/RC – 2005-02
10.Investigation of Properties of Plant-Produced RAP Mixtures,2007,TRB.
11.Using Reclaimed Asphalt Pavements to Improve Subgrade Soil Properties in Kuwait,2005,TRB.
12.Mechanistic and Volumetric Properties of Asphalt Mixtures with RAP,2005,TRB.
13.LABORATORY INVESTIGATION OF MIXING HMA WITH RAP,2005,TRB.
14.Laboratory Study of Fatigue Characteristics of HMA Surface Mixtures Containing RAP,2004,TRB.
15.Rheological Properties of Asphalt Mixtures Containing Recycled Asphalt Pavement (RAP) ,2004,TRB.
16.Laboratory Evaluation of Engineered CIR Emulsion and Foamed Asphalt Mixtures for Cold-In-Place Recycling of Asphalt Pavements,2004,TRB.
17.Jim Huddleston, Mark Buncher, David Newcomb, PERPETUAL PAVEMENTS, http://www.asphaltalliance.com/.2006.
18.唐绮彣，「瀝青混凝土挖(刨)除料之再利用評估與管理機制」國立中央大學土木工程研究所碩士論文，2006.8。
19.耿道揚，「熱拌再生瀝青混凝土發包策略及品質查證機制之研究」，國立中央大學土木工程研究所碩士論文，2001.6。
20.高翰成，「再生瀝青混凝土試驗路段成效評估」，國立中央大學土木工程研究所碩士論文，1997.8。
21.彭成竣，「台灣地區再生瀝青混凝土拌合廠確保工程品質之研究」，國立中央大學碩士論文，1999年06月。
22.王韻瑾，「再生瀝青混凝土路面施工成效之驗證」，國立中央大學土木工程研究所碩士論文，1996.6。
23.邱奕遷，「再生瀝青混凝土成效之研究」，國立中央大學土木工程研究所碩士論文，1994.6。
24.程惠祥，評估未預熱回收料對再生瀝青混凝土之影響，成功大學碩士論文，2006年6月 。
25.康家銘，評估過度預熱之回收料對再生瀝青混凝土之影響，成功大學碩士論文，2006年6月 。
26.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，成功大學碩士論文，2005年6月 。
27.陳志銘，分析現地再生瀝青混凝土性質與路面績效關係，成功大學碩士論文2005年6月。，
28.邱德超，添加軟化劑分析再生瀝青膠漿性質，成功大學碩士論文，2004年6月 。
29.張學鴻，再生瀝青混凝土之性質評估，成功大學碩士論文，2004年6月 。
30.許慧玲，分析回收瀝青添加再生劑之膠漿性質，成功大學碩士論文，2004年6月 。
31.徐振軒，探討瀝青混凝土添加再生劑之研究，中興大學碩士論文，2006年6月 。
32.程聰賢，「回收刨除料添加量對熱拌再生瀝青混凝土品質影響之研究」，國立中興大學土木工程學系碩士論文，2003.6。
33.林晉哲，「添加不同再生料含量對瀝青混凝土之影響」，國立成功大學土木工程學系碩士論文，2003.6。
34.呂逸凱，「熱拌再生瀝青混凝土之製程控制研究」，中華工學院碩士論文，民國85年7月。
35.周宗裕，「熱拌再生瀝青混凝土生產及品質分析之研究」，中華大學碩士論文，民國87年1月。
36.鄭紹正，「熱拌再生瀝青混凝土配比設計之研究」，中華大學碩士論文，民國88年6月。
37.黃浩昌，「再生瀝青混凝土拌合均勻性與再生劑軟化效率之評估方法研究」，中華大學碩士論文，民國87年7月。
38.邱垂德，「再生瀝青混凝土品質驗證」，再生瀝青混凝土資源化利用研討會，1998年09月。
39.高翰成、林志棟，「再生瀝青混凝土試驗路段成效驗證」，再生瀝青混凝土資源化利用研討會，1998年09月。
40.陳世晃、林志棟「再生瀝青混凝土資源回收再利用」，廢棄物資源再利用研討會，2000年03月。
41.林志棟、彭成竣「台灣地區推動再生混凝土輔導計劃」，1998年6月。
42.邱奕遷，「再生瀝青混凝土成效之研究」，國立中央大學碩士論文，1995年06月。
43.邱垂德，「熱拌再生瀝青路面工程發包策略」，瀝青混凝土路面及材料特性研討會，1996年05月。
44.邱垂德，呂逸凱，「在台灣推廣熱拌再生瀝青工法的關鍵」，第二屆鋪面材料再生學術研討會專輯，pp.79~95，民國84年5月。
45.邱垂德，鄭紹正，黃浩昌，「熱拌再生瀝青混凝土品質驗證」，第三屆鋪面材料再生學術研討會論文集，pp.466~477，民國87年5月。
46.林東慶，依據瀝青性質評估再生瀝青混凝土添加比例，成功大學碩士論文，2003年6月 。
47.曾文永，再生瀝青混凝土黏滯度與現場鋪設時間及溫度之研究，中興大學碩士論文，2006年6月。
48.周權英，「瀝青路面再生評估分析之研究」，台灣公路工程，第二十卷第四期，民國82年10月。
49.林志棟等，「台北市瀝青合材適當配比之研究」，台北市政府工務局，民國88年6月。
50.林鴻銘著，「政府採購法之實用權益」，永然文化出版股份有限公司，pp.328～332，民國89年11月。
51.陳存永等，「高雄市再生瀝青混凝土試鋪成效之探討」，第四屆鋪面材料再生學術研討會，pp.41~48，民國89年11月。
52.廖宗盛，「瀝青混凝土資源再利用推動方案」，再生瀝青混凝土資源化利用研討會，1998年09月。
53.AASHTO DESIGNATION, T164-74.
54.ASTM D3515, D2172, D4552, D4887, D5, D4420, 2398, C127,C128, C131-69, D4791, D5334, D4123, D946, M226, 3381, 4402, D3625.
55."Asphalt Hot-MIX Recycling ",The Asphalt Institute, Manual Series No.20（MS-20）.
56.Ahmed Samy Noureldin, " Material Characterization Of Hot-Mix Recycled Bituminous Pavements", A Thesis Submitted to the Faculty of Purdue University , December 1987,
57.Mang Tia, "Fundamentals of Asphalt Pavement Recycling-Mix Design and Quality Control ", 第一屆舖面材料再生學術研討會論文集，pp.1~18，民國82年2月。
58.Byron E. Ruth ,"Equipment Construction Procedures and Special Considerations in Asphalt Pavement Recycling ", 第一屆舖面材料再生學術研討會論文集，pp.19~25，民國82年2月。
59.門澤忠雄,"Current Status of Surface Recycling Projects in Japan", 第一屆舖面材料再生學術研討會論文集，pp.63~76，民國82年2月。
60.Pavement Recycling Guidelines for Local Governments, U.S. Department Federal Highway Administration, 1987.
61.J. Don Brock, "Hot Recycling Of Asphalt", Astec Industries Incorporated, Technical Bulletin Number T-108, 1983.
62.Wade B. Betenson, "Hot Recycling Of Asphalt Concrete Pavement Experimental Test Section Near Cove Fort I-70-1（13）0 （I-70）I-15 to Shingle Creek", Pavement Design and Bituminous Mix Design Unit Salt Lake City , Utah, July 1984.
63.Mang Tia ,Leonard E.Wood, Donn E. Hancher, U.S. Dpartment of Transportation Federal Highway Administration., " The Effects Of Added Virgin Binders On The Properties Of Cold-Mix Recycled Asphalt Paving Mixtures", Association Of Asphalt paving Technologists Meeting Lousiville , Kentucky February, 1980.
64.M A Ferreira, V P Sservas C P Marais , " Accelerated Testing Of Recycled Asphalt Concrete", Paper prepared for the 62nd Annual Meeting of the Association of Asphalt Paving Technologists, Reno, February 1987.
65.Instructor Supplement, " Pavement Recycling Guidelines For Local Governments", U.S. Department of Transportation Federal Highway Administration.
66.James A. Scherocman, Robert H. Nath, "Hot Mix Recycling With Fluidized Bed And Microwave Heating", Transportation Research Board Meeting Washington , D.C. January 1987.
67.A. Samy Noureldin, Leonard E. Wood, " Rejuvenator Diffusion In Binder Film For Hot-Mix Recycled Asphalt Pavement", Transportation Research Board Meeting Washington, D.C. January 1987.
68.James B. Pickett, "In-Place Recycling of Asphalt Roads With Calcium Chloride", Fourth International Conference on Low Volume Roads, August 1986.
69.Adriaan J. van Wijk, "Structural Comparison Of Two Cold Recycled Pavement Layers", 63th Transportation Research Board Meeting Washington, D.C. 1984.
70.Keith R. Lane, " Pavement Recycling Bituminous Concrete And Mix Designs ", U.S. Department Of Transportation Federal Highway Administration, June 1983.
71.Stuart C, TAPP Asphalt & Chemical Engineer "Design Consideration For Recycled Pavements ", Sixth Annual Asphalt Paving Seminar Colorado State University Fort Collins, Colorado December 1978.
72.Pavement Recycling Guidelines for Local Governments, Federal Highway Administration,1987。
73.陳世晃，「台灣鋪面（Taipave）配合設計法之擬定」，國立中央大學博士論文，民國92年6月
74.Rebecca S. McDaniel, Ayesha Shah, Gerald A. Huber and Victor L. Gallivan. “Investigation of Properties of Plant-Produced RAP Mixtures.”, TRB 2007.
75.David Whiteoak, “THE SHELL BITUMEN HANDBOOK.” SHELL BITUMEN.
|
[Endnote RIS 格式]
[相關文章]
[文章引用]
[完整記錄]
[館藏目錄]
[檢視]
plurk
funp
live
udn
HD
myshare
netvibes
friend
youpush
delicious
baidu
Google bookmarks
del.icio.us
hemidemi
facebook
twitter
google
reddit