1、日本改質瀝青協會, 「熱塑性改質瀝青指針」, (1997).
2、日本道路協會,「排水性鋪裝技術指針」, (1996).
3、日本道路協會,「鋪裝試驗法便覽」, (1996).
4、吉兼享、中西弘光,「多孔隙排水面層之設計與施工技術考察報告」,多孔隙排水性鋪面研討會, 交通部台灣區國道高速公路局, (1999).
5、帆力浩三、丸山暉彥、大山秀雄、小山清,「排水性鋪裝的孔隙構造」,日本土木學會論文集, No.484/V-22, pp.69-76, (1994).
6、Ruiz, A. R., Alberola, Perez, F. and Scazziga, B. (1990), ” Porous Asphalt in Spain,” Transportation Research Record 1265, pp.87-94.
7、Badaruddin, S., “The Phenomenon of Stripping in Asphalt Concrete Mixtures,” Purdue University, CE597G, (1978).
8、陳偉全、陳聰達,「多孔隙排水面層之設計與施工技術考察報告」, 交通部國道高速公路局, (1998).
9、莊麗芳,「開放級配瀝青混凝土排水及透水預測模式之研究」,國立成功大學土木研究所碩士論文,台南, (1995).10、黃博仁,「排水性瀝青混合料鋪面試驗路段之成效評估」,國立中央大學土木研究所碩士論文,中壢, (2001).11、劉守益,「多孔性瀝青混凝土成效之評估」,國立中央大學土木研究所碩士論文,中壢, (1996).12、楊翔詠,「水侵害對不同級配種類瀝青混凝土的影響」,國立成功大學土木研究所碩士論文,台南, (2000).13、林志棟,瀝青混凝土配合設計及其原理,科技出版社 (1985)。
14、Kandhal, P.S., Khatri, M.A., and Motter, J.B., ²Evaluation of Particle Shape and Texture of Mineral Aggregates and their Blends,² Journal of Association of Asphalt Paving Technologists, Vol. 61,pp.217-240, (1992).
15、Kennedy, W. T. and Ping, W. V., “An Evaluation of Effectveness of Antistripping Additives in Protecting Asphalt Mixture from Moisture Damage,” Journal of the Association of Asphalt Paving Technologists, Vol.60, pp.230-263 (1991).
16、劉明仁、高金盛,「高速公路多孔隙排水面層試鋪及績效評估研究」, 交通部國道高速公路局, (1999).
17、劉守益、陳世晃、王睿懋、林志棟,「多孔性瀝青混凝土成效之評估」,中華道路,第39卷,第3期, pp.13-22, (2000).18、蔡攀鰲,「排水性鋪面設計及施工」,土木水利,第27卷,第1期, pp.33-37, (2000).19、Asahi, M. and Kawamura, K.. ”Activities of Porous Asphalt on Expressways,” Proceeding of Road Engineering and Association of Asian and Australasia, Tokyo, Japan (on CD-ROM),(2000).
20、Bochove, G.G., ”Porous Asphalt – Optimizing and Testing,” 2nd Eurasphalt & Eurobitume, Spain (on CD-ROM),(2000).
21、Fwa, T. F., S. A. Tan, and Y. K. Guwe, “Laboratory Evaluation of Clogging Potential of Porous Asphalt Concrete,” Transportation Research Record 1681, Paper No.99-0087, pp.43-49,(1999).
22、Kawamura, M., Saita, K. and Ogihara, E.. ”Installation and Follow-up Evaluation of Drainage Pavement on Highway,” Proceeding of Road Engineering and Association of Asian and Australasia, Tokyo, Japan (on CD-ROM),(2000).
23、Isenring,T. H.,Koster, and Scazziga,I., ”Experiences with Porous Asphalt in Switzerland,” Transportation Research Record 1265, pp.41-53,(1990).
24、Hamzah, M.O., “Design Bitumen Content Determination for Porous Asphalt,” Journal of Road Engineering and Association of Asian and Australasia , Vol.9, pp.2-7,(1997).
25、Heystraeten, G. V. and Moraux, C., ”Ten Years’ Experience of Porous Asphalt in Belgium,” Transportation Research Record 1265, pp.34-40, (1990).
26、Ohkawa, H., Hokari, K., Maruyama, T., and Koyama, k. . ”A Fundamental Study on Void Structure of The Drainage Asphalt Pavement,” Journal of Structural Mechanics and Earthquake Engineering, JSCE Vol. 22, No. 484, pp. 69-76, (1994).
27、Nakamura, T. and Kubo, K., ”A Study on Design Method of Porous Asphalt Mixture, ” Proceedings of 2nd International Conference on Road and Airfield Pavement Technology, Vol. 2, pp.63-74,(1995).
28、Nakanishi, H., Asano, K. and 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).
29、Matsuda, M., and Shimizu, H.. ”Construction and Performance of Low Noise Pavements,” Proceeding of Road Engineering and Association of Asian and Australasia, Tokyo, Japan (on CD-ROM) ,(2000).
30、Oduroh, P.K., Mahboub, K.C., and Anderson, R.M., ²Flat and Elongated Aggregates in Superpave Regime,² Journal of Materials in Civil Engineering, Vol.12, pp.124-130,(2000).
31、Pasetto, M., ”Porous Asphalt Concretes with Addied Microfibers,” 2nd Eurasphalt & Eurobitume, Spain (on CD-ROM),(2000).
32、Renken, P., ”Perspective on Optimisation of Porous Asphalt Surface Course,” 2nd Eurasphalt & Eurobitume, Spain (on CD-ROM),(2000).
33、Stuart, K.D.,” Moisture Damage in Asphalt Mixture – A State-of-Art Report”, Federal Highway Administration, FHWA-RD-90-19, Virginia, (1990).
34、Tan, S. A., Fwa, T. F. and Chuai, C. T., “Study of Drainage Properties of Porous Asphalt Mixes,” Proceegings of 9th Road Engineering Association of Asia and Australasia Confeerence, Vol.1, pp.427-433, (1998).
35、Yoshikuni, O. and Takshi, T.. “Present Status Asphalt on Expressway in Japan,” Proceedings of 8th Road Engineering Association of Asia and Australasia, Vol.1, pp.301-306,(1995).
36、Van der Zwan, J.Th., Goeman, Th., Gruis, H.J. Swart, J.H. and Oldenburger, R.H., ”Porous Asphalt Wearing Courses in the Netherlands: State-of-Art Review,” Transportation Research Record 1265, pp.95-109,(1990).
37、林樹豪,「瀝青混凝土永久變形之評估與預測」,國立成功大學土木研究所博士論文,台南, (1999).38、許志淇,「粗粒料骨材性質對瀝青混凝土抗變形能力之研究」,國立成功大學土木研究所碩士論文,台南, (2001).39、吳文長,「應用影像分析探討瀝青混凝土中孔隙對滲透性之影響」,國立成功大學土木研究所,台南 (1998).40、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).41、Prithvi S.kandhal,Rajib B.Mallick ,”Design of New-Generation Open-Graded Friction Courses”NCAT Report No.99-3,(1999).
42、蔡攀鰲,「瀝青混凝土」三民書局,台北,(1985).
43、社團法人中華鋪面工程學會,「改質瀝青混凝土規範之研擬」,期中報告,台灣區瀝青工業同業公會,(2002).
44、余政儒,「瀝青混凝土添加石灰耐久性之研究」,國立中央大學土木研究所碩士論文,中壢, (1994).45、Huang, L. N. and Mohammad, A. R., “Fundamentals of Permeability in Asphalt Mixtures,” Journal of the Association of Asphalt Paving Technologist, Vol.67, pp.1-16 (1998).
46、Panda, M. and Mazumdar, M. (1999), ”Engineering Properties of EVA-Modified Bitumen Binder for Paving Mixes,” Journal of Materials in Civil Engineering, Vol.11, pp131-137.
47、Yoon, H. H. and Tarrer, A. R., “Effect of Aggregate Properties on Stripping,” Transportation Research Record 1171, pp.37- 43 (1988).
48、Curtis, C.W., Terrel, R. L., Perry, L. M., Swailm, S. A. and Braanan, C. J., Importance of Asphalt-Aggregate Interaction in Adhesion, Strategic Highway Research Program, pp.477- 531 (1980).
49、Shell Bitumen U. K., The Shell Bitumen Handbook, Surrey, U. K. (1990)