簡易檢索 / 詳目顯示

回結果列表
研究生： 邱琬筑
Chiu, Wan-Chu
論文名稱： 瀝青路面長期績效評估
Evaluation of Long-Term Performance of Asphalt Pavements
指導教授： 陳建旭
Chen, Jian-Shiuh
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： 2025
畢業學年度： 113
語文別： 中文
論文頁數： 132
中文關鍵詞： 多孔隙瀝青混凝土（PAC） 、石膠泥瀝青混凝土（SMA） 、鋪面績效
外文關鍵詞： Porous Asphalt Concrete (PAC), Stone Mastic Asphalt (SMA), pavement performance
相關次數： 點閱：28  下載：0 
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
    • 第一章 緒論 1-1 1.1 前言 1-1 1.2 研究動機 1-2 1.3 研究目的 1-3 1.4 研究範圍 1-3 1.4.1 南投段橋梁段北上方向–PAC鋪面 1-3 1.4.2 南投段橋梁段南下方向–PAC鋪面 1-4 1.4.3 南投段路堤段南下方向–PAC鋪面 1-4 1.4.4 大甲段路堤段南下方向–PAC鋪面 1-5 1.4.5 南投段路堤段南下方向–SMA鋪面 1-5 第二章 文獻回顧 2-1 2.1 多孔隙瀝青混凝土（Porous Asphalt Concrete, PAC） 2-1 2.1.1 PAC鋪面結構 2-2 2.1.2 PAC鋪面性能 2-7 2.1.3 PAC維護方式 2-10 2.2 石膠泥瀝青混凝土（Stone Mastic Asphalt, SMA） 2-12 2.2.1 SMA鋪面結構 2-13 2.2.2 SMA鋪面性能 2-16 2.2.3 SMA維護方式 2-18 第三章 研究方法 3-1 3.1 研究流程 3-1 3.2 研究範圍 3-3 3.2.1 南投段橋梁段北上方向–PAC鋪面 3-3 3.2.2 南投段橋梁段南下方向–PAC鋪面 3-5 3.2.3 南投段路堤段南下方向–PAC鋪面 3-7 3.2.4 大甲段路堤段南下方向–PAC鋪面 3-10 3.2.5 南投段路堤段南下方向–SMA鋪面 3-11 3.2.6 新建工程PAC鋪面 3-13 3.3 性能評估 3-17 3.3.1 Clegg Hammer衝擊值 3-17 3.3.2 車轍值 3-18 3.3.3 透水量 3-19 3.3.4 噪音量 3-20 3.3.5 抗滑值 3-21 3.3.6 平坦度試驗 3-22 3.3.7 鑽心試驗 3-24 3.3.8 肇事事故當量（EPDO） 3-26 第四章 結果與討論 4-1 4.1 PAC鋪面-國道3號南投段 4-1 4.1.1 耐久性-車轍值 4-2 4.1.2 功能性-透水量 4-5 4.1.3 功能性-噪音量 4-9 4.1.4 安全性-抗滑值 4-12 4.1.5 舒適性-平坦度 4-15 4.1.6 鋪面績效 4-18 4.2 PAC鋪面-國道3號大甲段 4-26 4.2.1 耐久性-車轍量 4-26 4.2.2 功能性-透水量 4-28 4.2.3 功能性-噪音量 4-30 4.2.4 安全性-抗滑值 4-31 4.2.5 舒適性-平坦度 4-33 4.2.6 鋪面績效 4-34 4.3 SMA鋪面-國道3號南投段 4-37 4.3.1 耐久性-衝擊值 4-38 4.3.2 耐久性-車轍量 4-39 4.3.3 安全性-抗滑值 4-41 4.3.4 舒適性-平坦度 4-43 4.3.5 耐久性-鑽心試驗 4-44 4.3.6 鋪面績效 4-47 4.4 PAC鋪面肇事事故 4-51 4.4.1 南投段橋梁段北上PAC鋪面 4-51 4.4.2 南投段橋梁段南下PAC鋪面 4-54 4.4.3 南投段路堤段南下PAC鋪面 4-56 4.4.4 大甲段路堤段南下PAC鋪面 4-57 4.4.5肇事事故統計分析 4-57 第五章 結論與建議 5-1 5.1 結論 5-1 5.1.1 PAC鋪面國道3號南投段 5-1 5.1.2 PAC鋪面國道3號大甲段 5-1 5.1.3 SMA鋪面國道3號南投段 5-2 5.1.4 PAC肇事事故 5-2 5.2 建議 5-3 參考文獻 參-1

    交通部高速公路局（2024），「112年國道事故檢討分析報告提要」，https://www.freeway.gov.tw/Publish.aspx?cnid=516，2025年3月9日瀏覽。
    Arambula, E., C. K. Estakhri, A. E. Martin, M. Trevino, A.d. F. Smit, and J. Prozzi （2013） Performance and Cost Effectiveness of Permeable Friction Course （PFC） Pavements. FHWA– 0–5836–2, Texas Department of Transportation Research and Technology Implementation Office P.O. Box 5080, Austin.
    Antunes, V., A.C. Freire, L. Quaresma, and R. Micaelo （2015） Influence of the geometrical and physical properties of filler in the filler–bitumen interaction. Construction and Building Materials, 76：322–329.
    Anupam, K., S. K. Srirangam, A. Varveri, C. Kasbergen, and A. Scarpas （2016） Microstructural analysis of porous asphalt concrete mix subjected to rolling truck tire loads. Transportation Research Record, 2575：113–122.
    Al-Kheetan, M.J., T. Azim, J. Byzyka, S.H. Ghaffar, and M. M. Rahman （2022）Performance of magnetite-based stone mastic asphalt （SMA） as a superior surface course material. Construction and Building Materials, 322：126463.
    Cooley, L.A., J.W. Brumfield, R.B. Mallick, W.S. Mogawer, M. Partl, L. Poulikakos, G. Hicks （2009） Construction and Maintenance Practices for Permeable Friction Courses. National Cooperative Research Program （NCHRP）,NCHRP Report 640, Transportation Research Board, Washington, D.C.
    Copeland, A. （2018） Advances In The Design, Production, and Construction Of Stone Matrix （Mastic） Asphalt. National Asphalt Pavement Association （NAPA）, Report 223, Lanham, Maryland.
    Chen, J.S., and C.H. Yang （2020） Porous asphalt concrete：a review of design, construction, performance and maintenance. International Journal of Pavement Research and Technology, 13： 601–612.
    Caro,S., L. Manrique–Sanchez, Y.R. Kim （2021） Computational evaluation of long–term ravelling susceptibility of Permeable Friction Courses （PFC）. Construction and Building Materials, 291（40）：123306.
    European Asphalt Pavement Association （EAPA） （2018） Heavy Duty Surfaces The Arguments for SMA, Brussels, Belgium.
    Federal Highway Administration （FHWA） （2015） Porous Asphalt Pavements with Stone Reservoirs. FHWA–HIF–15–009, Department of Transportation, Washington, D.C.
    Gupta, A., J. Rodriguez–Hernandez, and D. Castro–Fresno （2019）Incorporation of additives and fibers in porous asphalt mixtures: a review. Journal of Materials Digital Publishing Institute,12：3156.
    Garcia, V. M., and S. Nazarian（2023）Assessment of crushing potential of coarse aggregates for asphalt concrete mixtures. Transportation Research Record, 2677（8）：247–258.
    Hafeez, I., M.A. Kamal, and M.W. Mirza （2015） An experimental study to select aggregate gradation for stone mastic asphalt. Journal of the Chinese Institute of Engineers, 38（1）：1–8.
    Hansen, K.R., R.B. McGennis, B. Prowell, and A. Stonex （2000） Current and Future Uses of Non–Bituminous Components of Bituminous Paving Mixtures. Transportation Research Board, Washington, D. C.
    Huber, G. （2000） Performance Survey on Open–Graded Friction Course Mixes. Synthesis of Highway Practice 284, National Cooperative Research Program （NCHRP）, Washington, D.C.
    Ismael, S.F., A.H. Alias, N. A. Haron, B. B. Zaidan, and A. M. Abdulghani （2024） Mitigating urban heat island effects: a review of innovative pavement technologies and integrated solutions. Tech Science Press, 18（15）：525–551.
    Jamieson, S., and G. White （2020） Review of stone mastic asphalt as a high–performance ungrooved runway surfacing. Road Materials and Pavement Design, 21（4）：886–905.
    Jasni, N.E., K.A. Masri, P.J. Ramadhansyah, A.K. Arshad, E. Shaffie, J. Ahmad, and A.H. Norhidayah （2020） Mechanical performance of stone mastic asphalt incorporating steel fiber. Materials Science and Engineering, 712：012026.
    Jing, R. A. Varveri, X. Liu, A. Scarpas, and S. Erkens （2021） Differences in the ageing behavior of asphalt pavements with porous and stone mastic asphalt mixtures. Transportation Research Record, 2675（12）：1138–1149.
    King, W.B., Jr., M.S. Kabir, S.B. Cooper, Jr., and C. Abadie. （2013） Evaluation of Open Graded Friction Course （OGFC） Mixture. FHWA/LA.13/513, Louisiana Transportation Research Center （LTRC）, Baton Rouge, LA.
    Kakar, M.R.; M.O. Hamzah, M.N. Akhtar, and D. Woodward （2016） Surface free energy and moisture susceptibility evaluation of asphalt binders modified with surfactant–sased chemical additive. Journal of Cleaner Production,112（4）：2145–3596.
    Korayem, A.H., H. Ziari, M. Hajiloo, M. Abarghooie, P. Karimi （2020） Laboratory evaluation of stone mastic asphalt containing amorphous carbon powder as filler material. Construction and Building Materials, 243：118280.
    Liu, M., X. Huang, and G. Xue （2016） Effects of double layer porous asphalt pavement of urban streets on noise reduction. International Journal of Sustainable Built Environment, 5（1）：183–196.
    Lee, J., M. Abdel–Aty, and E. Nyame–Baafi （2020） Investigating the Effects of pavement roughness on freeway safety using data from Five States. Transportation Research Record, 2674（2）：127–134.
    Li, J.Q., D. Pittenger, K. Wang, G. Yang, M. Zaman, and Y. J. Zhan （2020）Aggregate characteristics-based preventive maintenance treatments for optimized skid resistance of pavements. Transportation Research Record, 2674（12）：372–384.
    Li, B., M. Sun, X. Zhu, K. Cao, and Y. Kong （2023） Investigation of permeability persistence of porous asphalt concrete under coupled conditions of clogging and cleaning. Journal of Transportation Engineering, Part B: Pavements 149（3）.
    Mahrez, A., and M. R. Karim （2010） Fatigue characteristics of stone mastic asphalt mix reinforced with fiber glass. International Journal of the Physical Sciences, 5（12）：1840-1847.
    McDaniel, R.S., A. Shah, T. Dare, and R. Bernhard （2014） Hot Mix Asphalt Surface Characteristics Related to Ride, Texture, Friction, Noise and Durability. Report MN/RC 2014–07. Minnesota Department of Transportation, USA.
    National Cooperative Highway Research Program （NCHRP） （1978） Open–Graded Friction Course for Highways. NCHRP Synthesis of Highway Practice 49. Transportation Research Board, Washington, D.C.
    Newcomb, D., and L. Scofield （2004） Quiet pavements raise the roofin europe：scanning tour reveals european practice for noise mitigation. National Asphalt Pavement Association（NAPA）, 9（5）.
    Pratico, F.G. and R. Vaiana （2015） A study on the relationship between mean texture depth and mean profile depth of asphalt pavements. Construction and Building Materials, 101：72–79.
    Rasmussen, R. O., R. J. Bernhard, U. Sandberg, and E.P. Mun （2007） The Little Book Of Quieter Pavements. FHWA–IF–08–004, Federal Highway Administration, Washington, D.C.
    Rungruangvirojn, P., and K. Kanitpong （2010）. Measurement of visibility loss due to splash and spray: porous, sma and conventional asphalt pavements. International Journal of Pavement Engineering, 11：499–510.
    Wu, H., P. Xiao, Z. Fei, A. Kang, and X. Wu（2024）Evaluation of sMA-13 asphalt mixture reinforced by different types of fiber additives. Journal of Materials Digital Publishing Institute,17（22）：5468.
    Sharma, A., R. Choudhary, and A. Kumar （2024） Laboratory investigation of draindown bBehavior of open–graded friction–course mixtures containing banana and sugarcane bagasse natural fibers. Transportation Research Record, 2678（1）：366–380.
    Takahashi, S.（2013）Comprehensive study on the porous asphalt effects on expressways in japan: based on field data analysis in the last decade. Road Materials and Pavement Design, 14（2）：239–255.
    The Government of Western Australia （2016） Stone mastic asphalt engineering road note 10. Main Roads Western Australia, 16：232243.
    Tran, N., F. Gu, and D. Watson （2021） Validation Of A Performance Based Mix Design Method for Porous Friction Courses. National Cooperative Research Program （NCHRP）, NCHRP Project 20–44, Washington, D.C.
    Watson, D., N.H. Tran, C. Rodezno, A.J. Taylor, and T.M. James （2018） Performance–Based Mix Design of Porous Friction Courses. National Cooperative Research Program （NCHRP）,NCHRP Report 877, Transportation Research Board, Washington, D.C.
    Xu, S., Q. Liu, Y. Bo, Z. Chen, C. Wang （2024） Estimating the International roughness index of asphalt concrete pavement by response–based testing equipment and intelligent algorithms. Construction and Building Materials, 433：136659.
    Yin, F., R. West, B. Powell, and C.J. DuBois （2023） Short–term performance characterization and fatigue damage prediction of asphalt mixtures containing polymer–modified binders and recycled plastics. Transportation Research Record, 0361-1981.
    Zhu, X., Y. Wang, M. Miljkovie, R. Li, and G. Hao （2024） Effects of polymer structure on the physicochemical and performance-related properties of SBS-modified asphalt binders subjected to short-term aging. Construction and Building Materials, 411：134446.

    無法下載圖示 校內：2030-05-27公開
    校外：2030-05-27公開
    電子論文尚未授權公開，紙本請查館藏目錄
    QR CODE