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ESGFIBER在沥青铺路混合料中的实验室评估

Laboratory Evaluation of ESGFIBER in Asphalt Paving Mixture.

作者信息

Mrema Agathon, Kim Hyeong-Su, Lim Jae-Kyu, Lee Jae-Jun

机构信息

Department of Civil Engineering, Jeonbuk National University, Jeonju-si 54896, Korea.

ESG Industry Company Limited, Daejeon 34328, Korea.

出版信息

Materials (Basel). 2022 Aug 20;15(16):5754. doi: 10.3390/ma15165754.

Abstract

The global desire to improve the performance of road pavements and move towards a sustainable transportation system has immensely encouraged the usage of fibers in asphalt paving materials. In this study, glass fibers trademarked as ESGFIBER produced by the ESG Industry company Limited from Daejeon, Korea were added in dense-graded asphalt mix. The purpose of this study was to evaluate effects that fibers have on volumetric properties, mechanical properties, and long-term performance of asphalt concrete mixes. ESGFIBER were mixed together with aggregates and asphalt binder in asphalt mix and five different asphalt mixes with different dosage of fibers were evaluated in this study. The Marshall mix design method was used for designing all asphalt mixes, and laboratory tests indirect tensile strength test, deformation strength test and Hamburg wheel tracking test were conducted to evaluate moisture susceptibility, fatigue cracking behavior and rutting resistance of asphalt concrete mixes. The results showed that when ESGFIBER were added in asphalt mix moisture susceptibility, fatigue cracking and rutting resistance were both improved. The usage of ESGFIBER in asphalt concrete mixes can be very beneficial since the mechanical and long-term performance were improved upon the addition of fibers.

摘要

全球改善道路路面性能并迈向可持续交通系统的愿望极大地促进了纤维在沥青路面材料中的使用。在本研究中,将韩国大田ESG工业有限公司生产的商标为ESGFIBER的玻璃纤维添加到密级配沥青混合料中。本研究的目的是评估纤维对沥青混凝土混合料的体积性能、力学性能和长期性能的影响。在沥青混合料中,ESGFIBER与集料和沥青结合料混合在一起,本研究评估了五种不同纤维用量的沥青混合料。所有沥青混合料均采用马歇尔混合料设计方法进行设计,并通过实验室试验间接拉伸强度试验、变形强度试验和汉堡轮辙试验来评估沥青混凝土混合料的水敏感性、疲劳开裂性能和抗车辙性能。结果表明,在沥青混合料中添加ESGFIBER后,水敏感性、疲劳开裂和抗车辙性能均得到改善。在沥青混凝土混合料中使用ESGFIBER可能非常有益,因为添加纤维后力学性能和长期性能都得到了改善。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5438/9415077/484aa6a0141e/materials-15-05754-g001.jpg

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