机场用“温拌沥青”

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2016-12-01 DOI:10.1515/rjti-2016-0048
C. Petcu, C. Răcănel
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引用次数: 0

摘要

温拌沥青(WMA)是一种在较低温度下获得沥青混合料的技术。该方法具有显著的经济效益和环境效益。众所周知,“温拌沥青”在沥青中使用添加剂,其目的是降低粘度,以降低混合和压实温度。机场区域,特别是滑行道和停机坪区域使用的热拌沥青,除满足一般道路要求外,还应满足欧洲标准中有关抗燃油性能和除冰剂的要求。机场用温拌沥青是否符合欧洲规范的要求?这是本文的问题,旨在通过一系列实验室试验:循环三轴压缩试验、疲劳试验、刚度模量试验和抗燃料试验,确定机场BBA16沥青混合料在使用或不使用添加剂时的特性。
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“Warm Mix Asphalt’’ for Airport Use
Abstract “Warm Mix Asphalt” (WMA) is a technology developed to obtain an asphalt mixture at lower temperatures. The method has significant benefits for the economic and environmental area. As known, “warm mix asphalt” uses additives in bitumen having the purpose to reduce the viscosity in order to decrease the mixing and compaction temperatures. Hot mix asphalt used in the airport area, especially the area of taxiway and the apron must satisfy beside usual requirements for roads, some requirements related to fuel resistance and de-icing agents according to European norms. Does warm mix asphalt for airport use meet the requirements according to European norms? This is the question from this paper which aims to determine the characteristics of asphalt mixtures for airports BBA16 when using or not using an additive, considering a series of laboratory tests: cyclic triaxial compression test, fatigue test, stiffness modulus test and resistances to fuels test.
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