Comparison of rheological parameters of asphalt binders obtained from bending beam rheometer and dynamic shear rheometer at low temperatures

被引：29

作者：

Carret, Jean-Claude ^{[1
]}

Falchetto, Augusto Cannone ^{[2
]}

Marasteanu, Mihai O. ^{[3
]}

Di Benedetto, Herve ^{[1
]}

Wistuba, Michael P. ^{[2
]}

Sauzeat, Cedric ^{[1
]}

机构：

[1] Univ Lyon, Lab LGCB LTDS UMR CNRS, ENTPE, F-69518 Lyon, Vaulx En Velin, France

[2] Tech Univ Carolo Wilhelmina Braunschweig, ISBS, D-38106 Braunschweig, Germany

[3] Univ Minnesota, Dept Civil Environm & Geoengn, Minneapolis, MN 55455 USA

来源：

ROAD MATERIALS AND PAVEMENT DESIGN | 2015年 / 16卷

关键词：

physical hardening; asphalt binder; dynamic shear rheometer (DSR); linear viscoelasticity; creep compliance; bending beam rheometer (BBR); SUPERPOSITION PRINCIPLE; VISCOELASTIC PROPERTIES; BITUMINOUS MATERIALS; MIXTURES; BEHAVIOR; PAVEMENT; VALIDATION; BLENDS; MIXES; MODEL;

D O I：

10.1080/14680629.2015.1029696

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, an investigation was performed to determine if the complex modulus obtained from frequency sweeps performed with the dynamic shear rheometer (DSR) can be used to accurately predict the creep compliance obtained experimentally using the bending beam rheometer (BBR). Two sets of asphalt binders were tested at low, intermediate, and high temperatures and the results were analysed using 2S2P1D and DBN rheological models. DSR and BBR testing was performed in two different laboratories using different equipment manufacturers. It was found that significant differences are observed between the creep stiffness obtained with DSR and BBR devices, most likely due to the different preparation and conditioning of the test specimens in different cooling media.

引用

页码：211 / 227

页数：17

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