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contributor authorGuan Hongxin
contributor authorLiu Hao
contributor authorZhang Qisen
contributor authorXu Yang
date accessioned2017-05-08T22:04:37Z
date available2017-05-08T22:04:37Z
date copyrightDecember 2012
date issued2012
identifier otherjhtrcq%2E0000003.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70540
description abstractFirst, the axle-load skid-resistance conversion formula of asphalt pavement was established in accordance with the equivalent principle of skid-resistance performance attenuation which is similar to the way of axle-load equivalent conversion for asphalt pavements structure design. The way to determine the axle number coefficient and wheel number coefficient was also proposed. Second, the prediction method of skid-resistance life of asphalt pavement was put forward on the basis of the axle-load skid-resistance equivalent conversion formula. Afterwards, the skid-resistance performance attenuation tests for asphalt mixture SMA16 were carried out on a selected expressway under various wheel pressures. Finally, by using the deduction of fatigue equation of asphalt mixture for reference, the skid-resistance fatigue equation for SMA16 based on BPN value was derived to predict the skid-resistance life of the expressway pavement. The results indicate that it is feasible to study skid-resistance performance of asphalt pavements with the skid-resistance performance of equivalent conversion method.
publisherAmerican Society of Civil Engineers
titleEquivalent Conversion Method of Asphalt Pavement Axle-load Skid-resistance Performance
typeJournal Paper
journal volume6
journal issue4
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000003
treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
contenttypeFulltext


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