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Experimental characterization of the 3D linear viscoelastic behavior of cold recycled bitumen emulsion mixtures

Experimental characterization of the 3D linear viscoelastic behavior of cold recycled bitumen emulsion mixtures

作     者:Andrea Graziani Carlotta Godenzoni Francesco Canestrari 

作者机构:Dipartimento di Ingegneria Civile Edile e Architettura Università Politecnica delle Marche 

出 版 物:《Journal of Traffic and Transportation Engineering(English Edition)》 (交通运输工程学报(英文版))

年 卷 期:2019年第6卷第4期

页      面:324-336页

核心收录:

学科分类:1201[管理学-管理科学与工程(可授管理学、工学学位)] 08[工学] 0805[工学-材料科学与工程(可授工学、理学学位)] 0813[工学-建筑学] 0814[工学-土木工程] 0823[工学-交通运输工程] 

主  题:Bitumen emulsion Cold recycling Complex modulus Complex Poisson’s ratio Huet-Sayegh model 

摘      要:Cold mixtures with bitumen emulsion are produced at ambient temperature, leading to substantial reductions of energy consumption and atmospheric emissions. In cold recycling applications, cement is normally used to improve the mixture performance. Thus, the rheological behavior of cold recycled mixtures is different from that of conventional hot mixtures because it is due to the interaction of fresh bitumen, aged bitumen and cementitious bonds. In this study, we investigated the three-dimensional(3 D) linear viscoelastic(LVE) behavior of a cement-bitumen treated material(CBTM) mixture fabricated using bitumen emulsion and cement. For comparison, we also investigated the 3 D LVE behavior of hot-mix asphalt containing 25% of reclaimed asphalt and fabricated using polymermodified binder. Sinusoidal axial tests on cylindrical specimens, were carried out at various temperatures(from 0℃ to 50℃) and frequencies(from 0.1 to 12 Hz). The complex Young’s modulus E~*and the complex Poisson’s ratio v~*were determined through the measurement of axial and transverse strain. We show that when considering E*, CBTM mixtures may be considered thermo-rheologically simple and the Huet-Sayegh model can be used to simulate the frequencyetemperature dependence. On the other hand, when considering v*the behavior of CBTM mixtures is very different from that of hot mix asphalt. In particular, its absolute value is almost constant and very close to 0.15.

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