研究抗氧化剂对沥青粘合剂老化行为的影响:化学流变学测试和表征

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Behnam Jahangiri , Seyed Farhad Abdollahi , Hamzeh Haghshenas , Adrian Andriescu , Aaron Leavitt , David Mensching
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引用次数: 0

摘要

抗氧化剂是控制沥青氧化和延长路面使用寿命的添加剂。然而,如果没有对AO和沥青粘结剂混合物的全面表征,最终产品可能无法提供所需的长期性能和在役老化缓解。本研究采用流变学和化学方法表征了三种aas -丁基羟基甲苯(BHT),二乙基二硫代氨基甲酸锌(ZDEC)和乙二胺四乙酸(EDTA) -以两种剂量水平掺入两种性能等级(PG)粘合剂(PG 64-34和PG 64-22)。在不同的老化水平、温度和试验条件下,用得到的粘结剂性能和指标来评价这些aoo延缓老化进程的有效性。Glover-Rowe参数表明,4 % ZDEC可将PG 64-34粘结剂在压力老化容器中的时效时间从60 h延长至124 h,达到显著的块体开裂阈值。此外,2 % ZDEC导致PG 64-22粘结剂的低温PG发生一级变化,从而使所得材料降低到PG 64-28。另一方面,弯曲梁流变仪试验的s值和m值参数表明,BHT和EDTA改性后的低温抗裂性能有所降低。EDTA用量从0.1 %增加到2.0 %,会降低抗衰老能力。傅里叶变换红外光谱的羰基指数和亚砜指数支持了这些发现。使用来自弗吉尼亚的第三种粘合剂(PG 64-22)进一步验证了ZDEC的AO改性效果。总的来说,BHT和EDTA在沥青粘结剂中的应用不如ZDEC。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigating the effect of antioxidants on aging behavior of asphalt binders: A chemo-rheological testing and characterization
Antioxidants (AOs) are additives that can control asphalt oxidation and extend pavement service life. However, the final product may fail to provide the desired long-term performance and in-service aging mitigation without a comprehensive characterization of the AO and asphalt binder blends. This study employed rheological and chemical methods to characterize three AOs—butylated hydroxytoluene (BHT), zinc diethyldithiocarbamate (ZDEC), and ethylenediaminetetraacetic acid (EDTA)—incorporated at two dosage levels into two performance grade (PG) binders (PG 64–34 and PG 64–22). The obtained binder properties and indices at different aging levels, temperatures, and testing conditions were used to evaluate the effectiveness of these AOs in slowing the aging progression. The Glover-Rowe parameter showed that 4 % ZDEC could extend the aging time of the PG 64–34 binder in a pressure aging vessel from 60 h to 124 h before meeting the significant block cracking threshold. Additionally, 2 % ZDEC resulted in a one-grade change on the low temperature PG of the PG 64–22 binder, bumping down the resultant material to PG 64–28. On the other hand, S-value and m-value parameters from the bending beam rheometer test indicated that low-temperature cracking resistance could be reduced after BHT and EDTA modification. Data also showed that increasing EDTA dosage from 0.1 % to 2.0 % could diminish antiaging capability. These findings were supported by the carbonyl and sulfoxide indices obtained from Fourier-transform infrared spectroscopy. The AO modification efficacy of ZDEC was further validated using a third binder (PG 64–22) sourced from Virginia. Overall, BHT and EDTA were not nearly as favorable for use in asphalt binders as ZDEC.
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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