contributor author | Guan Hongxin | |
contributor author | Liu Hao | |
contributor author | Zhang Qisen | |
contributor author | Xu Yang | |
date accessioned | 2017-05-08T22:04:37Z | |
date available | 2017-05-08T22:04:37Z | |
date copyright | December 2012 | |
date issued | 2012 | |
identifier other | jhtrcq%2E0000003.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70540 | |
description abstract | First, 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. | |
publisher | American Society of Civil Engineers | |
title | Equivalent Conversion Method of Asphalt Pavement Axle-load Skid-resistance Performance | |
type | Journal Paper | |
journal volume | 6 | |
journal issue | 4 | |
journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
identifier doi | 10.1061/JHTRCQ.0000003 | |
tree | Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004 | |
contenttype | Fulltext | |