Influence of Crumb Rubber Incorporated with Different Warm Mix Asphalt Additives on the Mechanical Performance of WMA Mixture

Publish Year: 1400
نوع سند: مقاله ژورنالی
زبان: English
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JR_CIVLJ-9-4_001

تاریخ نمایه سازی: 23 شهریور 1403

Abstract:

The compacting and mixing processes involving hot mix asphalt during asphalt production can lead to air pollution as a result of a high volatile organic compound. An alternative solution that can reduce greenhouse gas emissions is by using warm mix asphalt (WMA). A proper application of additives to the WMA can improve the asphalt mixture's strength, durability, and workability. In this study, a ۶۰/۷۰ grade asphalt binder was added with ۵% of crumb rubber (CR) and three different WMA additives at the recommended dosages, namely Sasobit, Cecabase, and Rediset. The wet method was used to blend the additives with virgin asphalt binders. The mixing and compacting temperatures were set at ۱۳۵°C and ۱۲۵°C, respectively, to mix the asphalt mixture. Mechanical performance tests were performed to evaluate the impact of WAM additives with CR on asphalt mixture. Based on the results, all the modified asphalt mixtures showed a better mechanical performance than the virgin asphalt mixture in terms of indirect tensile strength, moisture resistance, permanent deformation, and stiffness. Among all the WMA additives, Sasobit with CR showed the most significant impact on the asphalt mixture's performance.

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Authors

Munder Bilema

Department of Civil Engineering, Faculty of Engineering, Benghazi University, Benghazi, Libya

Mohamad Yusri Aman

Department of Highway and Traffic Engineering, Faculty of Civil Engineering and Environmental, University Tun Hussein Onn Malaysia, Johor, Malaysia

Norhidayah Abdul Hassan

Department of Geotechnics & Transportation, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, ۸۱۳۱۰ Johor Bahru, Johor, Malaysia

Zaid Al-Saffar

Building and Construction Eng., Technical College of Mosul, Northern Technical University, Mosul, Iraq

Kabiru Rogo

Department of Civil Engineering Technology, School of Engineering Technology, Nuhu Bamalli Polytechnic Zaria, P.M.B ۱۰۶۱ Zaria, Kaduna state, Nigeria

Nor Farah Azila Abdullah

Department of Highway and Traffic Engineering, Faculty of Civil Engineering and Environmental, University Tun Hussein Onn Malaysia, Johor, Malaysia

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