Effect of filler nature and content on the bituminous mastic behaviour under cyclic loads

被引：39
|
作者：
Miro, Rodrigo [1 ]
Martinez, Adriana H. [1 ]
Perez-Jimenez, Felix E. [1 ]
Botella, Ramon [1 ]
Alvarez, Allex [2 ]
机构：
[1] Univ Politecn Cataluna, BarcelonaTech, Jordi Girona 1-3,Modulo B1, ES-08034 Barcelona, Spain
[2] Univ Magdalena, Carrera 32 22-08, Santa Marta, Magdalena, Colombia
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2017年 / 132卷
关键词：
Filler; Hydrated lime; Limestone; Granite; Volumetric concentration; Strain sweep test; FATIGUE BEHAVIOR; ASPHALT; VISCOSITY; DESIGN;
D O I：
10.1016/j.conbuildmat.2016.11.114
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The role of the filler in asphalt mixtures is particularly important because of its influence on mastic behaviour. The filler improves the resistance properties of bitumen against the action of traffic loads and temperature. However, the filler can also adversely affect bitumen in mastics excessively brittle and stiff due to inappropriate design. For these reasons, it is interesting to investigate the effect of filler type and content on mastic composition. This paper presents results from a strain sweep test applied to bituminous mastics prepared with different filler types and contents at several temperatures. The obtained stiffness modulus and failure strain results provide information to assess the fatigue behaviour of the analysed mastics. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码：33 / 42
页数：10
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