國道3號使用高性能瀝青混凝土之耐久性研究
（以高公局關西工務段轄區為例）

陳順興

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國道3號使用高性能瀝青混凝土之耐久性研究（以高公局關西工務段轄區為例）

Field Study of High Performance Asphalt Pavement Durability Used in Freeway No.3

陳順興 , Ph.D　　Advisor：林志棟　　

繁體中文

高速公路；耐久性鋪面；高性能瀝青混凝土；長壽命瀝青鋪面；多孔隙瀝青混凝土（PAC）；永續經營；石膠泥瀝青混凝土（SMA）； P ； High-Performance Asphalt Pavement ； Freeway Road

Abstract │ Reference (86) │ Times Cited (1) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

Abstract
Infrastructure is the foundation for a country’s economic development and roadway construction facilitates the key component of a country’s infrastructure.  With an efficient road network, goods can be transported within the country thus promoting its economic prosperity.  Furthermore, a national freeway system helps connect major metropolitan areas throughout Taiwan.  That is closely related to the nation’s economic development.  This improves the country''s tourism, economic investment, freight transportation, national defense, and public transportation etc..
Recently, Taiwan has complete national freeway network after several decade’s investment.  Therefore, the function of the highway authority has changed from new construction into operation and management and the funding for highway construction is also decreased over the recent year.  As the consequence, the highway authority has to develop a sustainable strategy to maintain the highway serviceability by improving its engineering management, work efficiency, and prolong the service life of infrastructure.
In this study, the durability of high performance hot-mix asphalt concretes, located at north bound of Kansai section of National Freeway No. 3, are investigated.  Three types of high performance hot-mix asphalt concrete that include Stone-Mastic Aspahtl (SMA), Porous Asphalt Concrete (PAC), and Polymer Modified Asphalt (PMA) are used in this study.  These high performance HMA products appear to have superior life cycle cost than the conventional dense grade asphalt mix and thus are recommended to use for the future roadway construction strategy in Taiwan.

Reference ( 86 ) 〈TOP〉

7. Oklahoma DOT Perpetual Pavement Test Sections at the NCAT Test Track,2008.03.21.
連結：
8. 袁家偉，「使用轉爐石提升耐久性瀝青混凝土成效之研究」，中央大學土木工程研究所碩士論文，96年7月。
連結：
10. Robert B.Schmiedlin,”Stone Matrix Asphalt, The Wisconsin Experience”, Transportation Research Record 1616(1998).
連結：
26. 何煖軒、葉韓生、王淑寶、林炳松，「高速公路鋪面回顧與展望」，鋪面工程第一卷第一期,pp14~31，2001年8月。
連結：
31. Schulze, K. H., A. Gerbaldi, , and J. Chavet, 1976, “Skidding Accidents, Friction Numbers, and the Legal Aspects Involved Report of the PIARC Technical Committee on Slipperiness and Evenness,” Transportation Research Record 623, Transportation Research Board, National Academy of Sciences.
連結：

Times Cited (1) 〈TOP〉

楊至中(2015)。建立鋪面維護資訊管理中心之研究。中央大學土木工程學系學位論文。2015。1-307。

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