Abstract:This paper aims to study the interaction mechanism of waste tire/plastic modified asphalt from the microscopic perspective of molecules. Based on BIOVIA Materials Studio, a classic four-component asphalt model consisting of asphaltene (C149H177N3O2S2), resin (C59H85NOS), aromatic (C46H50S), and saturate (C22H46) was constructed. Waste tires are represented by natural rubber (NR), which uses cis-1, 4-polyisoprene as a repeating unit. In contrast, waste plastics are characterized by polyethylene (PE), whose opti… Show more
“…However, the diffusion coefficient of polar molecules is decreased by about 2% in modified asphalt systems with the addition of 5.8% PE. Yu et al [41] utilized cohesive energy density (CED) as a crucial indicator to determine the degree of polymerization (DP) of PE molecules in natural rubber-modified asphalt. However, the best DP of PE found was only 12, which poses challenges for industrial applications.…”
Using waste plastics in asphalt mixtures could be an exploratory way to dispose of waste plastics. This study aims to investigate the microscopic properties between asphalt and polyethylene (PE) at an extraordinary dosage of 20 wt.%. Various types of PE with different degrees of polymerization (DP) and structural configurations were considered. Molecular dynamics simulations were used to calculate the mechanical parameters, free volume ratio (FVR), and Flory–Huggins parameter of the resulting PE-modified asphalt (PEA). Two types of PEA were made and characterized by fluorescence microscopy. The simulation results indicate that the addition of PE reduces the density of modified asphalt by less than 5%, and a higher density of PEA is associated with a lower FVR. When the FVR is close, the mechanical properties are greatly influenced by the DP and configuration. The DP and the number of chains are the main parameters impacting the compatibility between PE and asphalt, based on the Flory–Huggins parameter analysis. Decreasing the DP of PE (e.g., 50, with a minimum Flory–Huggins parameter and a relative molecular mass of 1300) will significantly increase the compatibility between asphalt and PE. LDPE−2 has better compatibility with asphalt, possibly because LDPE−2 has higher purity. These findings provide valuable insights into plastic thermal cracking and industrial modification practices.
“…However, the diffusion coefficient of polar molecules is decreased by about 2% in modified asphalt systems with the addition of 5.8% PE. Yu et al [41] utilized cohesive energy density (CED) as a crucial indicator to determine the degree of polymerization (DP) of PE molecules in natural rubber-modified asphalt. However, the best DP of PE found was only 12, which poses challenges for industrial applications.…”
Using waste plastics in asphalt mixtures could be an exploratory way to dispose of waste plastics. This study aims to investigate the microscopic properties between asphalt and polyethylene (PE) at an extraordinary dosage of 20 wt.%. Various types of PE with different degrees of polymerization (DP) and structural configurations were considered. Molecular dynamics simulations were used to calculate the mechanical parameters, free volume ratio (FVR), and Flory–Huggins parameter of the resulting PE-modified asphalt (PEA). Two types of PEA were made and characterized by fluorescence microscopy. The simulation results indicate that the addition of PE reduces the density of modified asphalt by less than 5%, and a higher density of PEA is associated with a lower FVR. When the FVR is close, the mechanical properties are greatly influenced by the DP and configuration. The DP and the number of chains are the main parameters impacting the compatibility between PE and asphalt, based on the Flory–Huggins parameter analysis. Decreasing the DP of PE (e.g., 50, with a minimum Flory–Huggins parameter and a relative molecular mass of 1300) will significantly increase the compatibility between asphalt and PE. LDPE−2 has better compatibility with asphalt, possibly because LDPE−2 has higher purity. These findings provide valuable insights into plastic thermal cracking and industrial modification practices.
“…MD simulations can provide insightful information on the atomic scale, making it difficult to provide experimental methods 25 . On the other hand, MD refers to the study of microscopic phenomena from a molecular or atomic point of view, so as to predict or explain macroscopic phenomena from a microscopic point of view and we can predict whether a molecule is suitable for improving a particular performance 26,27 . Li et al 28 further discussed the compatibility between an asphalt matrix and a styrene‐butadiene‐styrene (SBS) modifier using MD simulations.…”
Section: Introductionmentioning
confidence: 99%
“…25 On the other hand, MD refers to the study of microscopic phenomena from a molecular or atomic point of view, so as to predict or explain macroscopic phenomena from a microscopic point of view and we can predict whether a molecule is suitable for improving a particular performance. 26,27 Li et al 28 further discussed the compatibility between an asphalt matrix and a styrene-butadienestyrene (SBS) modifier using MD simulations. The simulation results showed that the interaction between SBS modifier and asphalt matrix improved their compatibility, and the van der Waals potential energy was dominant in the intermolecular potential energy.…”
Poly-(12-hydroxystearic acid) (PHS) grafted sisal microcrystalline cellulose (MCC) was prepared using γ-aminopropyltriethoxylsiane (KH550) and PHS. It was applied to natural rubber (NR) composites system to replace part of the silica (SiO 2 ) and reinforce the NR composites. The compatibility between PHS-g-MCC and the NR matrix was studied with molecular dynamics (MD) simulation. The reinforcement of NR composites with PHS-g-MCC (instead of SiO 2 ) was investigated experimentally. NR/SiO 2 / PHS-g-MCC and NR/SiO 2 /MCC composites were prepared with a fixed filler content of 30 phr. The results show that the partial substitution of PHS-g-MCC for SiO 2 can improve the vulcanization characteristics of the composites. The PHS-g-MCC showed better dispersibility in the NR matrix than MCC and the addition of PHS-g-MCC improved the tensile strength, 100% modulus, and hardness of the NR composites. When the amount of PHS-g-MCC replacing SiO 2 is 5 phr, the tensile strength of the NR composites reached its maximum value. The thermal stability of NR reinforced by PHS-g-MCC was better than that of NR reinforced by MCC.
“…Among these types, LDPE has a low density and large molecular spacing due to the areas where the saturated aromatics in the asphalt readily penetrate into the molecular chain [24]. Compared to other types of PE, LDPE can be used to significantly enhance the rheological properties of asphalt while granting it excellent high-temperature performance [25][26][27], the latter of which is important for improving the high-temperature rutting resistance of asphalt pavement [28]. Yan et al [29] showed that LDPE can enhance the high-temperature behavior of rubber-modified asphalt and improve the ability of asphalt to resist rutting.…”
Waste plastic pollution is a serious issue. In order to adhere to the concept of green development and rationally dispose of polyethylene waste plastic products, polyethylene (PE)-modified asphalt was prepared using recycled polyethylene (RPE) and low-density polyethylene (LDPE) as raw materials. The chemical structures of the RPE- and LDPE-modified asphalt were studied using a Fourier transform infrared spectrometer (FTIR), and the dispersion of RPE was studied using a fluorescence microscope (FM). Subsequently, the modification mechanism of the PE-modified asphalt was revealed. The physical properties and high- and low-temperature rheological characteristics of the PE-modified asphalt were examined using physical property tests, a dynamic shear rheometer (DSR), and a bending beam rheometer (BBR). The creep performance of the PE-modified asphalt was analyzed using multiple-stress creep recovery (MSCR). In addition, a laboratory-made inexpensive inorganic stabilizer was added to enhance the storability of the PE-modified asphalt. The results show that PE and asphalt are similarly compatible and form an S-C bond with an inorganic stabilizer. The resulting product’s storage stability is enhanced via the cross linking between the PE and asphalt and the subsequent formation of a network structure. The segregation softening point increased from 2 °C to 45 °C with the increase in PE content, and the increase in RPE was more obvious than that of LDPE. The high-temperature failure of the 2–6% RPE-modified asphalt can reach 70 °C, while that of the 8% RPE-modified asphalt can reach 76 °C. Low-temperature performance was reduced slightly: the 8% PE-doping low-temperature failure temperature was −14.7 °C. The low-temperature performance was somewhat reduced, but it was still within a PG rating.
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