Fracture behaviour of bitumen emulsion mortar mixtures

被引:30
|
作者
Miljkovic, Miomir [1 ]
Radenberg, Martin [1 ]
机构
[1] Ruhr Univ Bochum, Chair Pavement Engn, D-44801 Bochum, Germany
关键词
Bitumen emulsion mortar (BEM); Fracture behaviour; Indirect tensile test; Fracture work; Deformation energy; Ductility; Brittleness; Water evaporation; Adhesion; ASPHALT EMULSION; FATIGUE MODEL; CA MORTAR; CONCRETE; CEMENT; STIFFNESS; ELEMENT; PERFORMANCE; COMPACTION; DROPLETS;
D O I
10.1016/j.conbuildmat.2014.03.034
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The research objective was to evaluate the fracture behaviour of the bitumen emulsion mortar (BEM) mixtures, in terms of their ductility/brittleness, by considering the fracture work and the deformation energy parameters. The specimens with different bitumen emulsions and contents were subjected to the indirect tensile test after 7, 28, and 84 days of curing. The results showed an increase in the specific fracture work over time, while the deformation energy first significantly increased and then decreased to a relatively low level. The deformation energy to total deformation energy-ratio was identified as the most suitable to characterise the fracture behaviour, The adhesion between the binder and the sand in the localised contact regions was assumed to be established faster, which enabled the specimen ductility in the first weeks of curing, while the final binder viscosity achieved by the water evaporation influenced the clearly brittle fracture after three months. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:126 / 134
页数:9
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