Framework for developing a static strength test for measuring deformation resistance of asphalt concrete mixtures

被引:41
作者
Doh, Young S.
Yun, Kyong K.
Amirkhanian, Serji N.
Kim, Kwang W. [1 ]
机构
[1] Kangwon Natl Univ, Dept Civil Engn, Samcheok 245711, South Korea
[2] Kangwon Natl Univ, Dept Civil Engn, Chunchon 200701, South Korea
[3] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA
[4] Kangwon Natl Univ, Reg Infrastruct Engn Dept, Chunchon 200701, South Korea
关键词
deformation strength; asphalt pavement; rutting; wheel tracking; kim test;
D O I
10.1016/j.conbuildmat.2006.06.032
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study deals with a strength property which is showing high correlation with rutting resistance of asphalt mixtures. The test procedure was developed by applying a load to the compacted asphalt samples and calculating the strength by using the deformation of the mixture at the failure point. To evaluate the validity of this test, various mixtures were prepared with two aggregates and seven binders using four loading head types at the loading speed of 50.8 mm/min at 60 degrees C. Maximum load and deformation were recorded for each test and deformation strength, SE), was calculated using a newly developed equation. For the same mixture, wheel tracking test was performed and two rut parameters, depth of rut and dynamic stability were obtained. The relationship between S-D and rut parameters was evaluated using regression analyses. In most cases, R-2 values were found to be over 0.9. This test procedure is still under development; however, current results indicate that it might be a simple test to predict the deformation resistance of asphalt mixtures at high temperatures. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2047 / 2058
页数:12
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