Design Gyration Number Determination of 100 mm-Diameter Asphalt Mixtures
Author:
Funder
Anadolu Üniversitesi
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40999-019-00399-1/fulltext.html
Reference19 articles.
1. Roberts FL, Mohammad LN, Wang LB (2002) History of hot mix asphalt mixture design in the United States. J Mater Civ Eng 14(4):279–293. https://doi.org/10.1061/(asce)0899-1561(2002)14:4(279)
2. Khan ZA, Wahab HIA, Asi I, Ramadhan R (1998) Comparative study of asphalt concrete laboratory compaction methods to simulate field compaction. Constr Build Mater 12(6–7):373–384. https://doi.org/10.1016/s0950-0618(98)00015-4
3. Buchanan M, Brown E (2001) Effect of superpave gyratory compactor type on compacted hot-mix asphalt density. Transp Res Rec J Transp Res Board 1761:50–60. https://doi.org/10.3141/1761-07
4. Asi IM (2007) Performance evaluation of SUPERPAVE and Marshall asphalt mix designs to suite Jordan climatic and traffic conditions. Constr Build Mater 21(8):1732–1740. https://doi.org/10.1016/j.conbuildmat.2006.05.036
5. Lee S-J, Amirkhanian SN, Kwon S-Z (2008) The effects of compaction temperature on CRM mixtures made with the SGC and the Marshall compactor. Constr Build Mater 22(6):1122–1128. https://doi.org/10.1016/j.conbuildmat.2007.03.003
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1. Performance-based characterization of recycled polymer modified asphalt mixture;Construction and Building Materials;2021-12
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