Effects of Aging and Moisture Damage on Asphaltic Mixture

بشير أبواروي
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引用次数: 2

Abstract

Moisture damage in asphalt mixtures refers to the loss of strength and durability due to the presence of water. Road network is showing severe deterioration such as raveling and stripping because the bond between aggregates and asphalt film is broken due to water intrusion. To minimize moisture damage asphalt mixes are investigated to evaluate the effect of air voids degree of saturation media of attack and the conditioning period. Moisture damage is one of the major issues in asphalt distress. It is due to the adhesive and cohesive failure of the asphalt mixture and it will shorten pavement life. Moisture-sensitive mixtures need to be identified during the course of the mixture design process which fulfil the specified minimum standard. The laboratory testing procedures currently available for compacted Hot Mix Asphalt (HMA) to test the moisture sensitivity were primarily developed to determine the degree of resistance to moisture damage by a particular combination of asphalt and aggregate. These moisture sensitivity tests evaluate the effect of moisture damage in the laboratory by measuring the relative change of a single parameter before and after conditioning (i.e. Tensile Strength Ratio Resilient Modulus Ratio).  
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老化与湿损对沥青混合料的影响
沥青混合料中的湿损是指由于水的存在而导致强度和耐久性的损失。由于水侵破坏了集料与沥青膜之间的粘结,路网出现了严重的剥落、剥落等劣化现象。为了最大限度地减少沥青混合料的水分损害,研究了空气空隙度、饱和介质的侵蚀程度和调节时间对沥青混合料的影响。湿损伤是沥青病害的主要问题之一。这是由于沥青混合料的粘结性和黏结性破坏,会缩短路面寿命。湿敏混合物需要在混合物设计过程中确定,以满足规定的最低标准。目前用于测试湿敏感性的压实热混合沥青(HMA)的实验室测试程序主要是为了确定沥青和骨料的特定组合对湿损伤的抵抗程度。这些水分敏感性试验在实验室中通过测量调节前后单个参数的相对变化(即拉伸强度比弹性模量比)来评估水分损伤的影响。
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