Use of raw sugarcane molasses as a partial replacement of asphalt binder: An experimental investigation

被引:13
作者
Saboo, Nikhil [1 ]
Sukhija, Mayank [2 ]
Mehta, Dheeraj [1 ]
Haswanth, K. [3 ]
Srivastava, Arushi [4 ]
Patil, Amit [1 ]
机构
[1] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee, India
[2] Oregon State Univ, Sch Civil & Construct Engn, Corvallis, OR USA
[3] Sardar Vallabhbhai Natl Inst Technol, Dept Civil Engn, Surat, India
[4] Thapar Inst Engn & Technol, Dept Civil Engn, Patiala, India
关键词
Bio-bitumen; Asphalt binder; Asphalt mixture; Sugarcane molasses; BIO-OIL; PERFORMANCE;
D O I
10.1016/j.conbuildmat.2023.130541
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bio-bitumen is becoming 'talk in the air' within the pavement community due to its sustainable advantages. While it is not easy to replace the conventional bitumen, which is one of the oldest engineering material, increasing environmental concerns and oil crisis demands at least partial, if not complete, replacement of bitumen. In this study, raw sugarcane molasses (SM), a by-product obtained from the sugarcane industry, was used as a partial replacement of asphalt binder. Several tests on binders and mixtures were carried out to assess its suitability for asphalt pavement. The optimum dosage of SM was found to be 25% by weight of bitumen. VG30 modified with 25% SM had rutting and fatigue performance similar to, or improved, compared to the control binder. Irrespective of the aggregate source, SM modified mixes showed satisfactory performance in terms of moisture resistance, fatigue resistance, and accumulation of permanent deformation. Statistical analysis showed that there is no significant impact of binder type (VG30 and 25SM) on the performance of asphalt mixtures. Therefore, 25% molasses can be successfully used to partially replace the conventional bitumen, which in addition to being a sustainable technology, will reduce the cost of binder in the mix by approximately 21%.
引用
收藏
页数:14
相关论文
共 59 条
[1]  
AASHTO M320, 2017, M320 AASHTO
[2]   Studying rutting performance of Superpave asphalt mixtures using unconfined dynamic creep and simple performance tests [J].
Al-Khateeb, Ghazi G. ;
Obaidat, Turki I. Al-Suleiman ;
Khedaywi, Taisir S. ;
Elayan, Mohammad S. .
ROAD MATERIALS AND PAVEMENT DESIGN, 2018, 19 (02) :315-333
[3]   Utilization of palm oil and its by-products in bio-asphalt and bio-concrete mixtures: A review [J].
Al-Sabaeei, Abdulnaser M. ;
Al-Fakih, Amin ;
Noura, Sajjad ;
Yaghoubi, Ehsan ;
Alaloul, Wesam ;
Al-Mansob, Ramez A. ;
Khan, Muhammad Imran ;
Yaro, Nura Shehu Aliyu .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 337
[4]   A systematic review of bio-asphalt for flexible pavement applications: Coherent taxonomy, motivations, challenges and future directions [J].
Al-Sabaeei, Abdulnaser M. ;
Napiah, Madzlan B. ;
Sutanto, Muslich H. ;
Alaloul, Wesam S. ;
Usman, Aliyu .
JOURNAL OF CLEANER PRODUCTION, 2020, 249
[5]  
[Anonymous], 2012, IRC 37
[6]  
[Anonymous], 2020, AASHTO M 332
[7]  
[Anonymous], 2014, MS 2 ASPHALT MIX DES
[8]  
[Anonymous], 2012, ASTM 3625, DOI [10.1520/D3625_D3625M-12, DOI 10.1520/D3625_D3625M-12]
[9]  
[Anonymous], 2016, BS EN 12697-25
[10]  
[Anonymous], 2013, D5D5M ASTM