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Effect of moisture on the cohesion of asphalt mastics and bonding with surface of aggregates

机译:水分对沥青胶泥内聚力和与骨料表面结合的影响

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摘要

Moisture damage of asphalt mixtures can be caused either by adhesive failure between asphalt binder and aggregate surface, or by cohesive failure within the asphalt mastic. There are limited studies on the effect of moisture on cohesive failure caused by asphalt mastic bonding deterioration measured by the Bitumen Bond Strength (BBS) test. The objective of this study is to determine the effects of different mineral fillers in asphalt mastic on moisture damage resistance using the BBS test. Results collected indicate that surface area and mineralogy of mineral fillers have significant effects on moisture damage resistance. Results also show that there is a significant effect of asphalt modification on moisture damage measurements. Thus, the concept of testing the mastic with the fillers and polymers intended for production of mixture appears to give an effective tool to predict the adhesion and cohesion performance before and after water conditioning.
机译:沥青混合物和集料表面之间的粘合破坏或沥青胶泥内部的内聚破坏可能导致沥青混合物的水分损坏。对于通过沥青粘结强度(BBS)测试测得的水分对沥青沥青胶结粘结变质引起的内聚破坏的影响的研究很少。这项研究的目的是使用BBS试验确定沥青乳香中不同矿物填料对耐湿气破坏性的影响。收集的结果表明,矿物填料的表面积和矿物学对耐湿气破坏性有显着影响。结果还表明,沥青改性对水分破坏测量有显着影响。因此,用旨在制备混合物的填料和聚合物测试胶泥的概念似乎提供了一种有效的工具,可预测水调节前后的粘合和内聚性能。

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