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dc.contributor.authorFulu Wei
dc.contributor.authorBowen Guan
dc.contributor.authorShuo Li
dc.contributor.authorJie Shan
dc.date.accessioned2022-02-01T00:00:44Z
dc.date.available2022-02-01T00:00:44Z
dc.date.issued6/1/2021
dc.identifier.otherJPEODX.0000257.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270743
dc.description.abstractThis paper presents the research approach and the test data, analysis results, and findings from a study that comprehensively investigated the possible effects of existing pavement, especially chip seal and its surface preparation, on the durability of high-friction surface treatment (HFST). The finite-element method (FEM) was employed to model the surface texture profiles of existing pavement and examine the stress distribution at the interface between the HFST and underlying pavement. Laboratory tests were carried out to determine the bonding strengths of HFST–pavement interfaces with different pretreatments under cyclic loading. Field assessment was conducted at selected real-life HFST sites to further determine the effects of the pretreatment in terms of HFST distress and pull-off tensile strength. It was concluded that vacuum sweeping is the optimal method for preparing existing pavements, including chip seals, to meet the needs of HFST durability. Chip seals in good condition are structurally capable of providing a sound base for HFST.
dc.publisherASCE
dc.titleDetermination of Optimal Pretreatment Method for Existing Pavement Surface in High-Friction Surface Treatment Construction
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue2
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000257
dc.journal.fristpage04021003-1
dc.journal.lastpage04021003-9
dc.page9
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 002
dc.contenttypeFulltext


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