Effects of titanate coupling agent on engineering properties of asphalt binders and mixtures incorporating LLDPE-CaCO3 Pellet

• Main Authors: Mohd Hasan, Mohd Rosli, You, Zhanping, Mohd Satar, Mohd Khairul Idham, Mohd Warid, Muhammad Naqiuddin, Mohd Kamaruddin, Nurul Hidayah, Ge, Dongdong, Zhang, Ran
• Format: Article
• Language: English
• Published: MDPI 2018
• Subjects: TE250-278.8 Pavements and paved roads
• Online Access: http://eprints.uthm.edu.my/3474/1/AJ%202018%20%28350%29.pdf; http://eprints.uthm.edu.my/3474/; https://doi.org/10.3390/app8071029
• Institution: Universiti Tun Hussein Onn Malaysia

This study was initiated to evaluate the performance of asphalt binders and mixtures incorporating linear low-density polyethylene- calcium carbonate (LLDPE-CaCO3) pellet, either withor without titanate coupling agent. The detailed manufacturing process of modifier pellets was displayed. The coupling agent was used to enhance the cross-linking between materials by means of winding up covalent bonds or molecule chains, thus improving the performance of composites. In the preparation of modified bitumen, the preheated asphalt binder was mixed with the modifiers using a high shear mixer at 5000 rpm rotational speed for 45 min. Experimental works were conducted to evaluate the performance of asphalt binders in terms of volatile loss, viscosity, rutting potential, and low temperature cracking. Meanwhile, the asphalt mixtures were tested using the flow number test and tensile strength ratio (TSR) test. The addition of LLDPE-CaCO3 modifiers and coupling agent does not significantly affect the volatile loss of modified asphalt binders. The addition of modifiers and coupling agent has significantly improved the resistance to permanent deformation of asphalt binders. Even though, the addition of LLDPE-CaCO3 modifier and coupling agent remarkably increased the mixture stiffness that contributed to lower rutting potential, the resistance to low temperature cracking of asphalt binder was not adversely affected. The combination of 1% coupling agent with 3% PECC is optimum dosage for asphalt binder to have satisfactory performance in resistance to moisture damage and rutting.