Affiliations 

  • 1 College of Engineering, University of Warith Al-Anbiyaa, Karbala, 56001, Iraq. a.f.dulaimi@uowa.edu.iq
  • 2 Department of Civil Engineering, College of Engineering, University of Kerbala, Karbala, 56001, Iraq
  • 3 School of Housing, Building and Planning, Universiti Sains Malaysia, 11800, Penang, Malaysia
  • 4 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, People's Republic of China
  • 5 Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, 42000, Konya, Turkey
  • 6 Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, 26300, Kuantan, Malaysia
  • 7 Department of Building Engineering, Energy Systems and Sustainability Science, University of Gävle, 801 76, Gävle, Sweden. arman.ameen@hig.se
Sci Rep, 2023 Oct 13;13(1):17380.
PMID: 37833353 DOI: 10.1038/s41598-023-44630-5

Abstract

In recent years, there has been a growing interest in cold asphalt emulsion mixture (CAEM) due to its numerous advantages, including reduced CO2 emissions, energy savings, and improved safety during construction and application. However, CAEM has often been considered inferior to hot mix asphalt (HMA) in terms of performance. To address this issue and achieve desirable performance characteristics, researchers have been exploring the modification of CAEM using high-cost additives like ordinary Portland cement. In this study, the focus was on investigating the effects of utilizing waste alkaline Ca(OH)2 solution, ground granulated blast-furnace slag (GGBFS), and calcium carbide residue (CCR) as modifiers to enhance the properties of CAEM. The aim was to develop an innovative geopolymer geopolymer-based cold asphalt emulsion mixture (GCAE). The results of the study revealed that the use of waste alkaline Ca(OH)2 solution led to an increase in early hydration, which was confirmed through scanning electron microscopy. Furthermore, the experimental findings demonstrated that waste alkaline Ca(OH)2 solution significantly contributed to the rapid development of early-age strength in GCAE. As a result, GCAE showed great potential for utilization in pavement applications, particularly for roads subjected to harsh service conditions involving moisture and temperature. By exploring these alternative modifiers, the study highlights a promising avenue for enhancing the performance of CAEM and potentially reducing the reliance on expensive additives like ordinary Portland cement. The development of GCAE has the potential to offer improved performance and durability in pavement applications, thus contributing to sustainable and efficient road infrastructure.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.