Viability of producing sustainable asphalt mixtures with crumb rubber bitumen at reduced temperatures

被引:23
作者
Sol-Sanchez, Miguel [1 ]
del Barco Carrion, Ana Jimenez [1 ]
Hidalgo-Arroyo, Ana [1 ]
Moreno-Navarro, Fernando [1 ]
Saiz, Leticia [2 ]
Rubio-Gamez, Maria del Carmen [1 ]
机构
[1] Univ Granada, Lab Construct Engn, C Severo Ochoa S-N, Granada 18071, Spain
[2] Signus, C Caleruega 102 5, Madrid 28033, Spain
关键词
Asphalt; Crumb rubber; Recycling; Low temperature manufacturing; Sustainability; WARM MIX ASPHALT; PERFORMANCE PROPERTIES; DECONSTRUCTED TIRES; MODIFIED BINDERS; HOT; ADDITIVES; CONCRETE; CRM; MODIFIER;
D O I
10.1016/j.conbuildmat.2020.120154
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The construction and maintenance of road pavements need to be undertaken to ensure proper economic and social growth. Considering the high environmental impact that the production of asphalt mixtures for road pavements entails, in terms of energy consumption and greenhouse gas (GHG) emissions, these operations must follow the global transition towards more sustainable development practices. In response to this, previous research has been focused on the development of manufacturing low temper-ature asphalt mixtures and the use of recycled modifiers such as tire crumb rubber to improve their durability. However, the use of high dosages of the latter reduces mixture workability, thus requiring high manufacturing temperatures to reduce the viscosity of the binder, and therefore limiting the advancement towards more sustainable mixtures. In this regard, further knowledge is needed on this topic to promote the combination of such techniques to maximise their advantages. This study aims to check the viability of producing asphalt mixtures with high crumb rubber contents at reduced temperatures, testing their workability, stiffness, cohesion, resistance to permanent deformations and resistance to moisture damage. Results show that it is possible to manufacture viable, warm, rubberised asphalt mixtures at 150 degrees C using a high penetration bitumen and reduce this temperature to 130 degrees C (45 degrees C less than conventional rubberised asphalt mixtures) by including warm additives, without compromising their mechanical performance. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:8
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