Mechanical performance of sustainable asphalt mixtures manufactured with copper slag and high percentages of reclaimed asphalt pavement

被引:15
|
作者
Munoz-Caceres, Osvaldo [1 ,2 ]
Raposeiras, Aitor C. [1 ,3 ]
Movilla-Quesada, Diana [1 ,4 ]
Castro-Fresno, Daniel [2 ]
Lagos-Varas, Manuel [1 ,2 ]
Andres-Valeri, Valerio C. [1 ]
Valdes-Vidal, Gonzalo [5 ]
机构
[1] Univ Austral Chile, Fac Engn Sci, Inst Civil Engn, Gi2V Res Grp, Valdivia, Chile
[2] Univ Cantabria, GITECO Res Grp, Santander 39005, Spain
[3] Univ Salamanca, Dept Ingn Mecan, Escuela Politecn Super Zamora, Zamora, Spain
[4] Univ Salamanca, Dept Construcc & Agron, Escuela Politecn Super Zamora, Zamora, Spain
[5] Univ La Frontera, Dept Civil Engn, Temuco, Chile
关键词
Copper slag; Reclaimed Asphalt Pavement; Macrotexture; Moisture sensitivity; Fatigue; Rutting; HOT-MIX ASPHALT; NATURAL ZEOLITE; CONCRETE; RAP; BEHAVIOR; FATIGUE; TECHNOLOGIES; ADDITIVES; REUSE;
D O I
10.1016/j.conbuildmat.2021.124653
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of reclaimed asphalt pavement (RAP) in the construction of hot mix asphalt (HMA) pavements is a widely used alternative in the development of sustainable road infrastructure. For this reason, the use of higher RAP contents continues to be a topic of interest. This study evaluated the performance of semi-dense asphalt mixtures incorporating 50% to 70% RAP and 7.5% and 15% copper slag (CS) as partial replacement of aggregate, to determine the influence of CS on the effective increase of RAP in the design of sustainable asphalt mixtures. The mixtures were evaluated using macrotexture, fatigue strengths, water sensitivity, and the Hamburg wheel tracking test. The results show that the use of RAP improves the permanent deformation resistance (RD) and fatigue life of the mixtures, while the mean texture depth (MTD) and indirect tensile strength ratio (ITSR) decrease. The incorporation of CS in the mixtures with RAP improved MTD and ITSR compared to the mixtures including only RAP and allowed higher RAP contents in fatigue and Hamburg wheel tests without showing a negative influence.
引用
收藏
页数:11
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