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Characterization of aged polymer modified asphalt cements for recycling purposes.

机译:用于回收目的的老化聚合物改性沥青水泥的特性。

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摘要

Since polymer modified asphalt cement (PMAC) has been employed for a decade, the lifetime and wear on some of these pavements is reaching a stage where resurfacing is necessary. This research focuses on the characterization of aged polymer modified asphalt cements (PMAC) to evaluate their potential for recycling. A styrene-butadiene-styrene tri-block (SBS) polymer modified asphalt cement was selected and characterized using standard asphalt binder qualification techniques, i.e., the Superpave PG protocol.; We developed a procedure to characterize the relative concentration of polymer in asphalt cements by gel permeation chromatography (GPC). Infrared spectrographic, thermogravimetric and rheological techniques were used to identify changes in the binder components as a result of aging. The impact of the extraction and recovery process on binder properties has been ascertained and found to be minimal. Two field aged polymer modified asphalt cements were extracted from field-aged asphalt cores. An eight year old field aged polymer modified asphalt binder was recovered from a wearing course mixture located on US61 Hwy in Livingston Parish, Louisiana. Samples of three, five and seven year old field aged PMAC binders was recovered from a wearing course mixture located on Interstate 155 near Granada, Mississippi. A correlation between field aging time and simulated aging by PAV was developed; PAV with humidity proved to be the best prediction. A comparison was established between the field aged materials and a series of lab aged binders. All binders were characterized with respect to their composition and rheological properties. In general, residual polymer was detected using gel permeation chromatography analysis except when extensive oxidative age hardening of the binder had occurred. Samples from the surface of US61 were quite brittle at low temperature, as demonstrated by forced ductility tests. Core samples of the same asphalt binder were more tractable, thus less aged, but recycling of this material will require additives to restore the desired rheological properties to the binder blend.
机译:由于聚合物改性沥青水泥(PMAC)已经使用了十年,因此其中一些路面的使用寿命和磨损已达到必须重铺表面的阶段。这项研究的重点是老化聚合物改性沥青水泥(PMAC)的表征,以评估其回收潜力。选择苯乙烯-丁二烯-苯乙烯三嵌段(SBS)聚合物改性的沥青水泥,并使用标准的沥青粘合剂鉴定技术,即Superpave PG方案进行表征。我们开发了一种通过凝胶渗透色谱(GPC)表征沥青水泥中聚合物相对浓度的方法。红外光谱,热重和流变学技术被用于鉴定由于老化导致的粘合剂组分的变化。已经确定了萃取和回收过程对粘合剂性能的影响,并且发现这种影响很小。从田间老化的沥青岩心中提取了两种田间老化的聚合物改性沥青水泥。从位于路易斯安那州利文斯顿教区的US61 Hwy的磨损过程混合物中回收了一种八岁的田间老化聚合物改性沥青粘合剂。从位于密西西比州格拉纳达附近的155号州际公路上的磨损过程混合物中回收了三,五和七岁的野外老化PMAC粘合剂的样品。建立了现场老化时间与PAV模拟老化之间的关系。湿度的PAV被证明是最好的预测。在现场老化的材料和一系列实验室老化的粘合剂之间建立了比较。所有粘合剂的组成和流变性均经过了表征。通常,使用凝胶渗透色谱分析法检测残留聚合物,除非发生了粘合剂的广泛氧化时效硬化。如强制延展性测试所示,US61表面的样品在低温下非常脆。相同沥青粘合剂的岩心样品更容易处理,因此老化时间更短,但是这种材料的回收将需要添加剂来恢复粘合剂混合物所需的流变性能。

著录项

  • 作者

    Daranga, Codrin.;

  • 作者单位

    Louisiana State University and Agricultural & Mechanical College.;

  • 授予单位 Louisiana State University and Agricultural & Mechanical College.;
  • 学科 Chemistry Polymer.; Engineering Civil.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 98 p.
  • 总页数 98
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 高分子化学(高聚物);建筑科学;环境污染及其防治;
  • 关键词

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