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contributor authorYu-Min Su
contributor authorJieh-Haur Chen
contributor authorJiun-Yao Cheng
contributor authorYu-Ting Hsu
contributor authorMing-Cheng Huang
date accessioned2022-05-07T20:42:34Z
date available2022-05-07T20:42:34Z
date issued2022-02-24
identifier otherJPEODX.0000355.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282790
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.
publisherASCE
titleRough-Set Based Association Rules toward Performance of High-Friction Road Markings
typeJournal Paper
journal volume148
journal issue2
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000355
journal fristpage05022001
journal lastpage05022001-10
page10
treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002
contenttypeFulltext


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