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Improvement of high modulus asphalt mixtures with average quality aggregate and bitumen by application of polymeric additives

机译:通过使用聚合物添加剂改进具有平均质量骨料和沥青的高模量沥青混合料

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摘要

The paper deals with the development of asphalt mixtures for high performing binder and base courses, modified with both commercial and waste polymeric additives, via dry process. The focus was on the mix design of high performing mixtures making use of average quality aggregate and average penetration grade bitumen (as locally available) instead of the usually required high quality components, manly very hard bitumen, thus aiming to improve the reference mixture as made possible by suitable polymers. Mixtures were subjected not only to conventional tests for mix design purposes, but also to advanced tests for performance evaluation such as rutting resistance and fatigue resistance. The dynamic modulus was also evaluated by means of modulus tests in triaxial cell.
机译:本文涉及用于高性能粘结剂和基础料的沥青混合料的开发,该料经干法经商业和废聚合物添加剂改性。重点是利用平均质量骨料和平均渗透等级沥青(如当地供应)代替通常所需的高质量成分(男人们非常坚硬的沥青)来设计高性能混合物的混合物,从而旨在改进所制成的参考混合物通过合适的聚合物可能。混合物不仅要进行常规测试以进行混合物设计,还要进行高级测试以评估性能,例如抗车辙和抗疲劳性。还通过三轴单元中的模量测试来评估动态模量。

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