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contributor authorFulu Wei
contributor authorBowen Guan
contributor authorShuo Li
contributor authorJie Shan
date accessioned2022-02-01T00:00:44Z
date available2022-02-01T00:00:44Z
date issued6/1/2021
identifier otherJPEODX.0000257.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270743
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.
publisherASCE
titleDetermination of Optimal Pretreatment Method for Existing Pavement Surface in High-Friction Surface Treatment Construction
typeJournal Paper
journal volume147
journal issue2
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000257
journal fristpage04021003-1
journal lastpage04021003-9
page9
treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 002
contenttypeFulltext


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