Experimental study of the effect of filler on the ductility of filler-bitumen mastics

被引:44
作者
Pereira, L. [1 ]
Freire, A. C. [2 ]
Sa da Costa, M. [2 ]
Antunes, V. [2 ,3 ]
Quaresma, L. [4 ]
Micaelo, R. [1 ,5 ]
机构
[1] Univ Nova Lisboa, FCT UNL Fac Sci & Technol, Campus Caparica, P-2829516 Caparica, Portugal
[2] Natl Lab Civil Engn, Ave Brasil 101, P-1700066 Lisbon, Portugal
[3] IST Univ Lisboa, MIT Portugal Program Transportat Syst, Dept Civil Engn Architecture & Ceoresources, P-1049001 Lisbon, Portugal
[4] Univ Lusofona Humanidades & Tecnol, Fac Engn, P-1749024 Lisbon, Portugal
[5] Univ Lisbon, CERIS, P-1049001 Lisbon, Portugal
关键词
Ductility; Filler; Bituminous mastic; Suspension's rheological behaviour; RHEOLOGICAL PROPERTIES; FRACTURE; VISCOSITY; ASPHALTS;
D O I
10.1016/j.conbuildmat.2018.09.063
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research investigated the effect of filler on the ductility of filler-bitumen mastics, as a surrogate of the cohesive behaviour and the tensile properties. Various fillers (industrial products, mineral fillers or waste materials) were mixed with one paving grade bitumen, in various filler-to-bitumen ratios, and tested under the force-ductility test. The force-elongation curve obtained is affected by the constituents, but the peak force and total deformation energy are a mainly a function of the normalized filler concentration value. Moreover, the effect of the filler type and concentration on the specimen's ductility is better perceived from the normalized post-peak deformation energy. Normalized filler concentration values close to 0.80 induce a clear reduction in ductility. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1045 / 1053
页数:9
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