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On the rejuvenator dosage optimization for aged SBS modified bitumen

机译:关于老化SBS改性沥青的恢复剂剂量优化

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摘要

The rejuvenator dosage in bituminous binders is critical, as it has to be balanced to ensure the restoration of rheological properties without over-softening the recycled binders. In this study, the impact of dosage of different rejuvenators on a polymer modified bitumen was evaluated by conducting rheological tests at low, medium and high temperatures using a dynamic shear rheometer. This paper also presents the results from a differential scanning calorimetry in an effort to assess the glass transition of new recycled binders. The results indicate that the complex modulus and phase angle, Glover-Rowe parameter and glass transition temperature can be successfully used to evaluate the effectiveness of rejuvenators. Moreover, the maximum and minimum rejuvenator dosage was selected by performing multiple stress creep recovery and frequency sweep tests, respectively, and particularly by balancing between creep compliance and complex modulus results. Compared with the commercial rejuvenators, the lab prepared rejuvenator can effectively recover the cracking and fatigue resistance, without dramatically scarifying the rutting resistance. Overall, a procedure was proposed to select the appropriate dosage and type of rejuvenator for polymer modified binders toward engineering durable and long-lasting recycled pavement materials. (C) 2020 Elsevier Ltd. All rights reserved.
机译:沥青粘合剂中的再烧结剂剂量至关重要,因为必须平衡以确保无过化再生粘合剂的流变性能的恢复。在该研究中,通过使用动态剪切流变仪在低,中等和高温下进行流变检测来评估不同雷化剂的用量对聚合物改性沥青的影响。本文还介绍了差分扫描量热法的结果,以评估新的再生粘合剂的玻璃化转变。结果表明,复杂模量和相位角,Glover-Rowe参数和玻璃化转变温度可以成功地用于评估Rejuvenators的有效性。此外,通过分别进行多重应力蠕变恢复和频率扫描测试,特别是通过平衡蠕变顺应性和复杂的模量结果来选择最大和最小的再搅拌剂剂量。与商业再融化器相比,实验室制备的再融化器可以有效地恢复裂缝和疲劳性,而不会显着地造成车辙抗性。总体而言,提出了一种方法,以选择适当的剂量和用于聚合物改性粘合剂的恢复剂,朝向工程耐用,持久的再生路面材料。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第15期|121913.1-121913.13|共13页
  • 作者单位

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci Dept Engn Struct Sect Pavement Engn Stevinweg 1 NL-2628 CN Delft Netherlands;

    Khalifa Univ Sci & Technol Dept Civil Infrastruct & Environm Engn Abu Dhabi U Arab Emirates;

    Tongji Univ Key Lab Rd & Traff Engn 4800 Caoan Rd Shanghai 201804 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    SBS modified bitumen; Aging; Rejuvenation; Rheology; Dosage optimization;

    机译:SBS修饰沥青;老化;恢复活力;流变学;剂量优化;
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