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dc.contributor.authorYu-Min Su
dc.contributor.authorJieh-Haur Chen
dc.contributor.authorJiun-Yao Cheng
dc.contributor.authorYu-Ting Hsu
dc.contributor.authorMing-Cheng Huang
dc.date.accessioned2022-05-07T20:42:34Z
dc.date.available2022-05-07T20:42:34Z
dc.date.issued2022-02-24
dc.identifier.otherJPEODX.0000355.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282790
dc.description.abstractThe objective of this study was to explore the association rules influencing the frictional performance of high-friction road markings based on the skid resistance acceptance standard in excess of 65 British Pendulum Number (BPN). The paper integrates two widely used data mining approaches, rough set theory (RST) and the association rule algorithm, to extract the association rules. Three workshops with 14 experts and two on-site surveys were conducted, followed by collecting 303 field data sets based on British Pendulum Test method and ASTM E303-93 test standard. There are nine important attributes extracted and two of them are the core attributes: distance from margin and surface temperature. The 13 rules regarding the consequences of BPN <50 and BPN <55 indicate that surface age is vital in the skid resistance performance of road markings because it appears in every rule. There is more likely to be a decay in the skid resistance value as the surface age reaches the period between 11 and 15 months.
dc.publisherASCE
dc.titleRough-Set Based Association Rules toward Performance of High-Friction Road Markings
dc.typeJournal Paper
dc.journal.volume148
dc.journal.issue2
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000355
dc.journal.fristpage05022001
dc.journal.lastpage05022001-10
dc.page10
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002
dc.contenttypeFulltext


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