Characterization of three-stage rutting development of asphalt mixtures

被引:19
作者
Fang, Hao [1 ]
Liu, Quantao [1 ]
Mo, Liantong [1 ]
Javilla, Barugahare [1 ]
Shu, Benan [1 ]
Wu, Shaopeng [1 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Luoshi Rd 122, Wuhan 430070, Peoples R China
关键词
Wheel tracking test; Uniaxial repeated loading test; Asphalt mixture; Permanent deformation; Three-stage model; 3-PHASE PERMANENT DEFORMATION; REPEATED LOAD; MIX ASPHALT; MODEL; RESISTANCE; CONCRETE; PERFORMANCE; VALIDATION;
D O I
10.1016/j.conbuildmat.2017.07.222
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The three stage rutting behavior of several asphalt mixtures was investigated. Confinement, moisture, stress and temperature significantly affected rutting. Absence of a physically induced confinement stress by the metallic sides the wheel tracking testing mold had the highest influence on rutting, followed by temperature, moisture and lastly stress. A higher primary rutting rate indicated a lower flow number (FN) and a faster failure rate. A linear model could relate the transition point between the primary stage and the mixtures' flow numbers. It was independent of the testing conditions, methods and types of mixtures. A new three stage model was proposed and could simulate the rutting development of mixtures better than the Francken model. The FN of mixtures under different conditions of testing could also be related to parameter 'c' of the new model using a similar power law equation. The primary rutting rate, the primary transition point and parameter 'c' of the new model could be used in mixture characterization. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:340 / 348
页数:9
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