3.8 Proceedings Paper

Performance evaluation of HMAC mixes produced with gilsonite modified bitumen for heavily trafficked roads

期刊

MATERIALS TODAY-PROCEEDINGS
卷 43, 期 -, 页码 941-946

出版社

ELSEVIER
DOI: 10.1016/j.matpr.2020.07.224

关键词

Perpetual pavement; Gilsonite; EME2 method; Hard grade bitumen; HMAC

向作者/读者索取更多资源

Flexible pavements are experiencing structural distresses due to increase in traffic volume, heavy vehicles, and changes in climate, leading to decreased performance. Adopting the concept of Perpetual pavements can be a solution to enhance design life and minimize traffic disruptions. By utilizing high modulus layer with Gilsonite modified bitumen, maintenance costs can be reduced and pavement longevity can be improved.
The structural distresses in the flexible pavements due to exponential increase in traffic volume, heavily loaded vehicles and changes in climatic conditions are decreasing the performance of the pavement and leading to premature failure. These structural distresses lead to increase in maintenance cost, decreases residual life of the pavement and cause delay to the road users due to lane closures. The concept of Perpetual pavements can be adopted as a solution to addresses these issues because of its enhanced design life with minimum traffic-disrupting reconstruction or maintenance. High modulus layer used in the perpetual pavement can be produced with hard grade bitumen. In this study Gilsonite is used as stiffening additive for modifying VG 30 to produce hard grade bitumen. The physical test results of modified bitumen with different percentages, show that 15% (by weight of VG 30) of gilsonite is the optimum percentage to produce hard grade bitumen according to the specifications of EME2 method. The results of resilient modulus and rutting test on High Modulus Asphalt Concrete (HMAC) mixes show that the modulus value is increased by 2.4 times and rut depth is decreased by 4 mm with conventional mixes. A pavement section for a design traffic of 300 msa has been designed for both conventional and HMAC mixes as per IRC:37-2018 guidelines. Based on the analysis, the thickness of DBM layer with Gilsonite modified bitumen has been decreased by 65 mm in comparison with conventional bitumen, because of which investment of money and use of natural resources like mineral aggregates will be saved. (C) 2020 Elsevier Ltd. All rights reserved. Selection and peer-review under responsibility of the scientific committee of the International Conference on Advanced Materials Behavior and Characterization.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

3.8
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据