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contributor authorGuan Hongxin
contributor authorLuo Zengjie
contributor authorLiu Guang
contributor authorZhang Qisen
contributor authorXu Yang
date accessioned2017-05-08T22:04:46Z
date available2017-05-08T22:04:46Z
date copyrightMarch 2012
date issued2012
identifier otherjhtrcq%2E0000085.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70632
description abstractLaboratory rutting tests for AC20 under the condition of different temperatures (30°C, 45°C and 60°C), wheel pressures and wheel running speeds were carried out with an improved wheel rutting tester whose wheel running speed can be adjusted. The test results show that (1) the rut index value of AC20 under the condition of 45°C, heavy loading and low speed can be inferior to that under the condition of 60°C, standard loading and standard speed; (2) it is difficult to induce rut for the AC20 at 30°C even under the condition of heavy loading and low speed. The analytic result indicates that not only the rutting due to variable high temperature but also the rutting due to medium temperature combined with heavy loading and low speed should be considered to study the rutting deformation of asphalt pavements in cold area. Therefore, it is suggested to improve the laboratory rutting test method for cold area by introducing the testing condition of heavy loading and low speed besides changing the testing temperature from 60°C to 45°C according to the traffic condition.
publisherAmerican Society of Civil Engineers
titleLaboratory Rutting Test for Bituminous Mixture at Medium Temperature
typeJournal Paper
journal volume6
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000085
treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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