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Student Number 89322078
Author Yu-Min Su(蘇育民)
Author's Email Address yuminsu@seed.net.tw
Statistics This thesis had been viewed 4283 times. Download 2009 times.
Department Civil Engineering
Year 2001
Semester 2
Degree Master
Type of Document Master's Thesis
Language zh-TW.Big5 Chinese
Title The study of mastic rheology affecting the performance of drainage asphalt
Date of Defense 2002-06-14
Page Count 147
Keyword
  • Drainage Asphalt
  • G*/sinδ
  • Rheology
  • δ
  • Abstract We took AC-20, AR-8000, PMA, and high-viscosity asphalt(HiAsph) as the factors of the asphalt. Without adding to Hiasph, mineral fibers(MF) were added. Besides, cellulose fibers(CF) were added to PMA for comparing the effects of different fibers. The VFA period was on 5.0%~5.5%(total mix) and prepared for marshell samples and mastics. We took the upper one of the period for the design oil content.
    Comparing the mastic rheology and performance of the Specimans, we could conclude that δ was not only highly correlated with the work of IDT, and creep modulus, but also nearly highly correlated with IDT, TSR, and MR. By the way, the correlation of G*/sinδ and depth of the wheeling rutting test was high.
    The results of our study presented, we suggest that we could replace the speciman’s performance with the mastic rheology for determination of designing drainage asphalt. Addtionally, we could make a proper design method in local of Taiwan.
    Table of Content 目錄
    目錄I
    圖目錄IV
    表目錄IV
    第一章、序論4
    1.1 前言4
    1.2 研究動機及目的4
    1.3 研究範圍4
    1.4 研究方法4
    1.5 預期成果4
    1.6 研究流程4
    第二章、文獻回顧4
    2.1 排水性瀝青混凝土的發展4
    2.1 國內、外相關之研究4
    2.1.1 國內相關研究4
    2.1.3 歐洲相關研究4
    2.1.4 美國相關研究4
    2.1.4 日本相關研究4
    2.2 瀝青膠泥的流變行為4
    2.2.1 瀝青流體種類4
    2.2.2 瀝青黏彈行為中各參數之關係4
    2.2.3 流變參數與鋪面績效間的關連4
    2.3 纖維材料的種類及檢驗4
    第三章、研究計畫與流程4
    3.1 研究計畫4
    3.1.1 配合設計問題探討4
    3.1.2 實驗配置的研究方向4
    3.1.3 材料及級配選用4
    3.1.4 實驗配置4
    3.2 試驗流程與試驗項目4
    3.2.1 試驗流程4
    3.2.2 試驗項目4
    3.3 瀝青膠泥基本物性試驗4
    3.3.1 針入度試驗4
    3.3.2 黏滯度試驗4
    3.3.3 軟化點試驗4
    3.3.4 韌性試驗4
    3.4 粒料性質試驗4
    3.4.1比重試驗4
    3.4.2洛杉磯磨損試驗4
    3.4.3健性試驗4
    3.4.4扁平率試驗與稜角率試驗4
    3.5排水性瀝青混凝土配合設計試驗4
    3.5.1 瀝青垂流試驗4
    3.5.2 磨耗(Cantabro)試驗4
    3.6 馬歇爾試體製作4
    3.7 排水性瀝青混凝土成效試驗4
    3.7.1 室內透水性試驗4
    3.7.2 回彈模數試驗4
    3.7.3 間接張力試驗4
    3.7.4 靜態潛變試驗4
    3.7.5 浸水殘餘強度試驗4
    3.7.6 車轍輪跡試驗4
    3.7.7 抗滑性試驗4
    3.8 瀝青膠漿流變性質試驗4
    第四章、實驗結果分析4
    4.1 材料性質試驗結果4
    4.1.1 瀝青膠泥基本性質試驗結果分析4
    4.1.2 拌合卅滾壓溫度的資料圖4
    4.1.3 粒料及礦物填充料的基本物性檢驗結果分析4
    4.1.4 道路用纖維基本性質檢驗結果分析4
    4.2 排水性瀝青最適含油量4
    4.3 瀝青膠泥流變行為試驗結果4
    4.3.1 流動模式分析4
    4.3.2 潛變模式分析4
    4.3.3 動態模式掃描分析4
    4.4 排水性瀝青混凝土成效試驗結果4
    4.4.1 回彈模數試驗結果4
    4.4.2 靜壓潛變試驗結果4
    4.4.3 間接張力試驗結果4
    4.4.4 浸水殘餘強度試驗4
    4.4.5 車轍輪跡試驗4
    4.4.6 抗滑性試驗4
    4.4.7 室內透水性試驗4
    4.5 油膜厚度的推估4
    4.6 鋪面結構厚度分析4
    4.7 瀝青膠漿流變性質與排水性瀝青混凝土成效關連性分析4
    4.7.1 瀝青膠漿韌性與間接張力成效性質間的關連性分析4
    4.7.2 瀝青膠漿G*/sinδ、δ與力學成效性質間的關連性分析4
    4.7.3 瀝青膠漿G*/sinδ、δ與間接張力、功與TSR成效性質間的關連性分析4
    4.7.4 瀝青膠漿G*/sinδ、δ與車轍成效性質間的關連性分析4
    4.7.5 本研究建議排水瀝青混凝土之選用流程4
    第五章、結論與建議4
    5.1 結論4
    5.2 建議4
    第六章、參考文獻4
    附錄一、美國NCAT新世代開放級配瀝青混凝土4
    附錄二、「排水性鋪裝技術指針(案)」之排水性瀝青混凝土4
    附錄三、瀝青膠漿老化後之流變性質4
    Reference 第六章、參考文獻
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    2.劉守益,「多孔隙瀝青混凝土成效之評估」,碩士論文,中央大學土木工程研究所,中壢(1996)。
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    6. R.W. Smith, J.M. Rice, and S.R. Spelman, “Design of Open-Graded Friction Courses.” Report FHWA-RD-74-2, Federal Highway Administration(1974).
    7. H.A. Smith, “Performance Characteristics of Open-Graded Friction Courses.” NCHRP Synthesis of Highway Practice 180, TRB(1992).
    8. P.S. Kandhal, and R.B. Mallick,“Open-Graded Friction Course:State of Practice.” Trasportation Research Circular Number E-C005, TRB (1998).
    9. R.B. Mallick, P.S. Kandhal, L.A.Cooley, Jr., and D.E. Watson, “Design, Construction, and Performance of New-Generation Open-Graded Friction Courses.” Journal of the Association of Asphalt Paving Technologists (2000).
    10.日本道路協會,排水性鋪裝技術指針(案),東京,日本(1996)。
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    12. H. A. Barnes, J. F. Hutton, and K. Walters, “An Introduction to Rheology.” Publish by Elsevier, ISBN 0-444-87469-0(1989).
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    15.Van Der Heine, “Asphalt Concrete Materials and Mix Design Practices in Europe.” AAPT, pp.584~611(1992)
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    17.吳昭煌,「拌合場回收細料對瀝青凝土抵抗車轍影響分析」,碩士論文,中央大學土木工工程研究所,pp12~45(1991)。
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    20.F.L. Roberts, P.S. Kandhal, E.R. Brown, D.Y. Lee, and T.W. Kennedy, Hot Mix Asphalt Materials, Mixture Design, and Construction, NAPA Education Foundation, Second Edition, Lanham, Maryland(1996).
    21. M.G. Bouldin, and J.H. Collins, “Influence of Binder Rheology on Rut Resistance of Polymer Modified and Unmodified Hot Mix Asphalt.” Polymer Modified Asphalt Binders ASTM STP 1108, American Society for Testing and Materials, Philadephia, pp.50-60(1992).
    22. V. Maurile, and B. Bernard, “Gap-Garded Cold Asphalt Concrete:Benefit of Polymer-Modifier Asphalt Cement and Fibers.” Journal of Transportation Research Record 1530, Washington, D.C., USA. pp.9-13(1996).
    23 ASTM Standards C612-00A, “Standard Specification for Mineral Fiber Block and Board Thermal Insulation.” ASTM Standards, PA, USA(2000).
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    27.沈金安,改性瀝青及SMA路面,人民交通出版社,北京,中國大陸,第220-221頁(1999) 。
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    33.郭伯宏,「瀝青膠漿質流性質對車轍行為之影響」,碩士論文,成功大學,台南(2000)。
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    36.廖溪坤,「材料對石膠泥瀝青成效特性影響之研究」,碩士論文,中央大學土木工程研究所,中壢(1999)。
    37.Maurile, V. and Bernard, B. “Gap-Garded Cold Asphalt Concrete:Benefit of Polymer-Modifier Asphalt Cement and Fibers.”Journal of Transportation Research Record 1530, Washington, D.C., USA, pp.9-13(1996).
    38.Brown, E. R. “Designing Stone Matrix Asphalt Mixtures for Rut-Resistant Pavements.” NCHRP Report 425, Washington, D.C., USA(1999).
    39.周文賢,統計學,智勝文化事業,台北,第601-603頁(1997)
    Advisor
  • Jyh-Dong Lin(林志棟)
  • Files
  • 89322078.pdf
  • approve immediately
    Date of Submission 2002-07-12

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