车辙
沥青
极限抗拉强度
弹性(材料科学)
材料科学
岩土工程
沥青混凝土
水泥
沥青路面
复合材料
环境科学
法律工程学
工程类
作者
Apinun Buritatum,Apichat Suddeepong,Kongsak Akkharawongwhatthana,Suksun Horpibulsuk,Teerasak Yaowarat,Menglim Hoy,Arul Arulrajah,Ahmad Safuan A. Rashid
出处
期刊:Sustainability
[MDPI AG]
日期:2023-04-19
卷期号:15 (8): 6860-6860
被引量:6
摘要
Reclaimed asphalt pavement (RAP) contributes substantially to the volume of recycled waste in the world. This research aims to evaluate the mechanistic performance of asphalt concrete with 100% RAP (RAP-AC) modified with natural hemp fiber (HF) reinforcement. The effects of HF lengths and HF contents on the mechanistic performance were investigated. The static tests included Marshall stability, strength index (SI), and indirect tensile strength (ITS), whilst the cyclic tests included indirect tensile resilient modulus (IT Mr), indirect tensile fatigue life (ITFL), and rutting resistance tests. The microstructural analysis revealed that HF could absorb more asphalt cement and function as a reinforcement. The 0.05% HF with a 24 mm HF length was suggested as the best ingredient. For various stress levels, the higher resilience properties—due to the addition of HF—contribute to higher levels of ITFL and rutting resistance. Based on a critical analysis of the cyclic test data, the distress model for HF-RAP-AC was developed for mechanistic pavement design. The outcome of this research promotes the usage of HF-RAP-AC as a greener material for low-traffic roads, which account for over 70% of the total roads worldwide.
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