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contributor authorChunying Wu
contributor authorShengxiang Hong
contributor authorTao Chen
contributor authorShaochan Duan
date accessioned2022-05-07T20:50:11Z
date available2022-05-07T20:50:11Z
date issued2021-12-08
identifier other(ASCE)CF.1943-5509.0001697.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282972
description abstractDue to the constraints of structural bearing, guardrail elevation, and milling depth of cement-paved bridge deck, the white-to-black maintenance of concrete bridge deck always has been a technical problem in road maintenance. This paper proposes a technical solution to the maintenance of concrete bridge deck by using a hot-mixed ultrathin wearing course. The road performance and construction technology were studied. The results of indoor performance tests show that the residual stability of Marshall immersion tests and the ratio of freeze–thaw splitting strength were greater than 90, and the rutting dynamic stability was 4,786  times/mm, with better water stability and high-temperature performance. The results of engineering application show that the effect of application of hot mixed ultrathin wearing course in the white-to-black maintenance project of the concrete bridge deck is meaningful, and the test results of the performance indexes such as the skid resistance, flatness, and water seepage of the pavement are excellent. However, it is necessary to create drainage channels on the bridge deck.
publisherASCE
titleApplication of Hot-Mixed Ultrathin Friction Course in the White-to-Black Maintenance Project of Concrete Bridge Deck
typeJournal Paper
journal volume36
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001697
journal fristpage04021116
journal lastpage04021116-8
page8
treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001
contenttypeFulltext


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