Show simple item record

dc.contributor.authorPing Li
dc.contributor.authorKeliang Yi
dc.contributor.authorHuanan Yu
dc.contributor.authorJianping Xiong
dc.contributor.authorRui Xu
dc.date.accessioned2022-01-30T22:42:08Z
dc.date.available2022-01-30T22:42:08Z
dc.date.issued1/1/2021
dc.identifier.other(ASCE)MT.1943-5533.0003539.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269441
dc.description.abstractThis research aimed to evaluate the impact of aggregate characteristics on the skid resistance of pavement. Firstly, the mineral composition, wear-resistance property, angularity, and texture of five types of aggregates were determined. Then, the accelerated-wear test for asphalt mixtures was carried out by self-developed accelerated-wear equipment in the laboratory. Then, the degree of influence of each parameter was evaluated through gray correlation degree and linear regression methods. It was found that the mineral composition of different aggregate types is obviously diverse, and the mineral composition has an impact on the wear-resistance property of aggregate. With the increase of wear cycles, the textural depth of the asphalt mixture decreased, but the British Pendulum Number (BPN) increased slightly in the initial stage of wear. Based on the results, it was suggested that to improve the skid resistance of asphalt mixtures, the abrasion resistance index and shape index of aggregate should be taken into consideration. In addition, improving the aggregate processing technology to improve the angularity index (GA) and sphericity (SP) and to reduce flattening rate (L/S) will have great practical significance for improving the skid resistance of asphalt pavement.
dc.publisherASCE
dc.titleEffect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture
dc.typeJournal Paper
dc.journal.volume33
dc.journal.issue1
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0003539
dc.journal.fristpage04020413
dc.journal.lastpage04020413-7
dc.page7
dc.treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record