排水性瀝青混凝土路面近年來在國內逐漸受到重視，已成為近年來多雨地區很好的選擇。排水性瀝青混凝土製作時都會添加纖維，用意原本是在防止垂流現象的產生，不過根據許多國內外的研究指出，添加纖維可以增加瀝青的黏滯度、降低瀝青溫感性、增加張力強度、增加高速行車之摩擦阻抗能力。台灣地區地狹資源有限工程材料枯竭，正好瀝青混凝土具有可回收利用之特性，故本研究嘗試將再生刨除料應用於排水性鋪面中，並且評估添加壓克力纖維對於再生排水鋪面績效的影響。
本研究以AC-10為新膠結料，以一般常用之0.3%礦物纖維為實驗組，0.1%、0.2%、0.3%壓克力纖維為對照組，求取其最佳瀝青含量後製作Marshall試體，以期由本研究評估壓克力纖維對再生排水性瀝青混凝土的成效影響是否優於礦物纖維，進而找出較合適的壓克力纖維含量。
根據本研究的試驗結果可以得知，添加壓克力纖維相較於礦物纖維對於再生排水性瀝青混凝土在孔隙率、透水係數、抗磨耗、穩定值、流度值、間接張力、浸水剝脫、等各項試驗都有正面提升其成效的效果。整體來說添加壓克力纖維的成效優於礦物纖維；在纖維的添加含量方面，而若要使壓克力纖維的效果能得到充分的發揮，且又不會因添加含量過高而造成反效果，建議的添加含量為相對於瀝青混凝土總重的0.2%左右。

The porous asphalt pavements have been adopted gradually in recent years. How to develop better pavement performance and make it more suitable for local environment is worth to research. The use of fibers is to prevent the phenomena of drain-down problem of the asphalt originally. However, numerous researches indicate that adding fibers could increase the viscosity of asphalt binder, reduce the temperature susceptibility of asphalt binder, increase the tensile strength and increase the friction resistance of the pavement. Besides, the environment resource in Taiwan is limited due to the shortage of materials and coincidentally the asphalt pavements could be recycled. Therefore, the research tries to mix recycled asphalt pavement with porous pavement and evaluate the performance of adding acrylic fiber on the recycled porous asphalt mixtures.

The AC-10 is used for new asphalt, and the normal samples added 0.3% mineral fibers are the experiment sample. Besides, the samples added 0.1%、0.2%、0.3% acrylic fibers are the comparison types and they were used to prepare the Marshall samples. These mixtures were designed by the Japanese mix design. The main target of this study is to evaluate whether the effects of adding acrylic fibers are better than mineral fibers. Furthermore, suggest the appropriate percentage of additive.

According to the results of this study, adding acrylic fibers could have positive effects in most of the laboratory tests. The aspect of proper percentage is 0.2 for the best working efficiency.

日本道路協會，「排水性鋪裝技術指針(案)」，2000。

行政院公共工程委員會，「公共建設報告書」，第15-16頁1995。

沈金安，改性瀝青及SMA，人民交通出版社，大陸，1999

林樹豪，「老化作用對瀝青質流性質之影響」，國立成功大學土木研究所碩士論文，台南，1993。

林祐徵，「細粒料多角性與限制區對瀝青混凝土抗變形之影響」，國立成功大學土木研究所碩士論文，台南，2000。

邱垂德，G.C.Page原著，「美國佛羅里達州對熱拌瀝青混凝土再生之經驗」，中華道路季刊，第三十卷第四期，1991。

張翼民、李建中、李釗，「台灣路面瀝青的耐久性研究」，行政院國家科學委員會專題研究計畫成果報告，1991。

鄭新陽，「添加纖維材料對瀝青混凝土行為影響之評估」，國立成功大學土木研究所碩士論文，台南，1994。

Heystraeten, G.V. and Moraux, C., “Ten Years’ Experience of Porous
Asphalt in Belgium,” Transportation Research Record 1265, pp.34-40 (1990).

Jiang, Y. and McDaniel, R. S., “Application of Cracking and Seating and
Use of Fibers to Control Reflective Cracking,” Transportation Research Heystraeten, G.V. and Moraux, C., “Ten Years’ Experience of Porous Asphalt in Belgium,” Transportation Research Record 1265, pp.34-40 (1990). Record 1388, pp.150-159 (1993).

McGennis, R.B., Anderson, R.M., Kennedy, T.W., Solaimanian, M., “Background of SUPERPAVE Asphalt Mixture Design and Analysis, ”FHWA-SA-95-003, (1994).

The Asphalt Institute, “Asphalt Hot-Mix Recycling,” The Asphalt Institute, Manual Series No.20(MS-20), (1981)。

Huet, M., Boissoudy, A., Gramsammer, J.C., Bauduin, A., and Samanos, J., “Experiments with Porous Asphalt on the Nantes Test track”, Transportation Research Record 1265, pp.54-58 (1990).

Maurile, V. and Bernard, B. “Gap-garded Cold Asphalt Concrete: Benefit of
Polymer-Modifier Asphalt Cement and fibers,” Transportation Research Record 1530, pp.9-13 (1996).

McGennis, R.B., Anderson, R.M., Kennedy, T.W., Solaimanian, M.,
“Background of SUPERPAVE Asphalt Mixture Design and Analysis,”FHWA-SA-95-003,(1994).

Nakanishi, H., Asano, K., Goto, K. “Study on Improvement in Durability of Porous Asphalt Concrete,” Proceeding of Road Engineering and Association of Asian and Australasia, Tokyo, Japan (on CD-ROM), (2000).

Oduroh, P.K., K.C Mahboub and R.M. Anderson, ”Flat and Elongated Aggregates in Superpave Regime,” Journal of Materials in Civil Engineering, Vol.12, pp.124-130, (2000).

Panda, M. and Mazumdar, M. “Engineering Properties of EVA-Modified Bitumen Binder for Paving Mixes,” Journal of Materials in Civil Engineering, Vol.11, pp.131-137, (1999).

Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee, D.Y., Kennedy, T.W., “Hot
Mix Asphalt Materials, Mixture Design, and Construction,” NAPA Education Foundation, Send Edition, Lanham, Maryland, (1996).

Ruiz, A.R., Alberola, P. F., and Scazziga, B.,” Porous Asphalt in Spain,” Transportation Research Record 1265, pp.87-94. (1990).

Tia, M.K, ”Fundamentals of Asphalt Pavement Recycling-Mix Design and Quality Contral,” Proceeding of The First National Conference on Pavement Recycling, Taiwan, (1993).

Yoshikuni,O and Takshi, T. “Present Status Asphalt on Espressway in Japan,” Proceedings of 8th Road Engineering Association of Asia and Australasia, Vol.1, pp.301-306, (1995).