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Cold-mixed epoxy asphalt (CEA) has attracted extensive attention in overloaded and steel bridge pavement and maintenance engineering because of its room temperature construction and low energy consumption. However, the compatibility of epoxy resin and asphalt in CEA is still a challenge, limiting its application to some extent. This study aims to enhance the compatibility of CEA with low amounts of plant oil-based compatibilizers and suggest appropriate methods for assessing the compatibility of CEA. GO-grafted epoxidized soybean oil (GOESO) and GO-grafted soybean oil (GOSO) were synthesized and used to modify CEA. The GO and ESO (or SO) solutions were prepared at concentrations of 0.5 mg/mL and 5 mg/mL, respectively. The pH of the solution was adjusted to 5∼6 before heating. The results showed that 0.2 wt% of GO-modified oil-based compatibilizers had similar effects as 30 wt% of oil-based compatibilizers and did not significantly alter the crystal and chemical structures of the CEAs. GOESO is the preferred recommended GO-modified compatibilizer because of the enhanced compatibilizing ability of the epoxy groups in ESO. The compatibilization mechanism involved the effects of the oils on the chemical structures, curing reaction rate, and microstructures of CEAs. The proportion of asphalt particles larger than 20 μm and the reaction rate had strong correlations with the mechanical properties of the cured CEAs. Molecular dynamics simulations revealed that GOSO reduced the solubility parameter (δ) and Flory-Huggins parameter (χ) difference between components A and B by 39.4% and 65.8%, respectively, while GOESO increased the δ and χ difference between components A and B by 10.4% and 15.8%, respectively. • 0.2 wt% graphene oxide modified oil compatibilizers achieved comparable effects to 30 wt% oil-based compatibilizers. • GOESO and GOSO enhance compatibility by changing the curing reaction rate and the microstructures. • The oil with epoxy groups possibly had a strong capability of compatibility enhancement. [ABSTRACT FROM AUTHOR]

The research evaluated the properties of cold-mixed epoxy asphalt (EA) and cold-mixed epoxy styrene–butadiene–styrene (SBS)-modified asphalt (ESA) for paving steel-deck bridges. Compared with ESA, EA showed longer pot life and better processability at ambient temperature, as revealed by curing rheology analysis. The cured EA showed higher glass-transition temperature, superior thermal stability, tensile strength and elongation at breaking than ESA. These may be as a result of: (i) the high thermal stability of asphalt, (ii) the formation of a cross-linking network in the cured material, and (iii) the good compatibility between the epoxy resin and the asphalt. [ABSTRACT FROM AUTHOR]

High temperature and oxidation are two of the most critical factors that cause epoxy asphalt aging. This paper aims to clarify the variation of mechanical performance and structure of effect of cold-mixed epoxy asphalt (CEA) after thermal-oxidative (TO) aging. The mechanical properties of CEA were studied by tensile tests and dynamic mechanical analysis. The microstructure of CEA was studied by Fourier transform infrared spectrum, X-ray photoelectron spectroscopy, SEM, and fluorescence microscopy. The results indicated that the tensile strength of CEA increased to 5.16 MPa, the elongation at break decreased to 50.3%, and the T g decreased significantly after TO aging. TO aging made the epoxy resin in CEA post-cure, oxidate, degrade and the cross-linked network break. Furthermore, the asphalt particles in CEA agglomerated and oxidized. [Display omitted] • ER underwent a post-curing reaction and degradation. • Asphalt underwent volatilization of the light components and an oxidation reaction. • Thermal-oxidative aging destroyed the original phase structure of the CEA. [ABSTRACT FROM AUTHOR]

• Epoxidized soybean oil (ESO) is introduced to prepare ESO modified cold-mixed epoxy asphalt (CEA-ESO) • Increasing ESO content will increase the compatibility of epoxy resin and asphalt. • Increasing ESO content will increase the elongation at break of cured CEA-ESO. Cold-mixed epoxy asphalt (CEA) has been used for paving steel bridges and high-grade roads because of its properties superiority and environmental protection. In order to obtain CEA with excellent performance, it is a significant mean to improve the compatibility between asphalt and epoxy resin (ER) by introducing epoxidized soybean oil (ESO). The viscosity and glass transition temperature (T g) decrease, and the asphalt dispersed more uniformly in the ER with increasing ESO concentration. Based on the dynamic mechanical analysis, the CEA-ESO30 shows only one T g and excellent compatibility between asphalt and ER. The elongation at break and storage modulus of CEA-ESO was higher than CEA, indicating that the flexible ESO molecular chain in the curing networks might improve the stiffness of CEA-ESO. The FTIR spectra exhibited that the ESO reacted with the curing agent to form 3D networks with ER, which may result in good compatibility between asphalt and ER. [ABSTRACT FROM AUTHOR]

The compatibility of cold-mixed epoxy asphalt (CEA) significantly influences its mechanical properties, primarily mediated by the epoxy group content within CEA. However, the feasibility and mechanisms for regulating the external epoxy group content to achieve optimal performance have yet to be explored thoroughly. Herein, soybean oil, epoxidized soybean oil, and epoxy-terminated hyperbranched epoxy resin (EHER) were used to construct CEA with different external epoxy group contents, and their effects and mechanisms on the compatibility and mechanical properties of CEA were investigated based on experiments and molecular dynamics simulation. Our findings suggest that maintaining an external epoxy group content between 8.4%∼11.4% in the CEA blend and below 12.17% in the cured CEA is crucial. These criteria can be met by adding no more than 5 wt% EHER. CEA with 3 wt% EHER exhibited the most balanced compatibility and mechanical properties, characterized by a pot life of 91 min, a tensile strength of 5.02 MPa, an elongation at break of 61.3%, and a tensile toughness of 1.58 MJ/m3. The presence of external epoxy groups increased the cohesive energy density and the solubility parameter difference between epoxy resin and asphalt prior to curing, forming a "sea-island" structure with varying particle sizes, primarily comprising small-sized particles. This structure was preserved post-curing, establishing a stable system with minor energy alterations. Simultaneously, EHER enhanced the molecular rigidity and uniformity of CEA, thereby improving its mechanical properties. It is recommended to relate epoxy group content in CEA blends with indicators of compatibility and mechanical properties, enabling better prediction. • Desirable performance is exhibited by CEA with no more than 5 wt% EHER. • ER provides strength and asphalt acts as a toughener in CEA. • The "sea-island" structure is preserved post-curing with minor energy variations. • Epoxy group content in blends has a high grey correlation with performance. [ABSTRACT FROM AUTHOR]

• ESO made asphalt disperse uniformly and increased elongation at break of the CEA. • ESO did not react chemically with asphalt and epoxy monomer. • ESO changed the cohesion energy densities and solubility parameters. Cold-mixed epoxy asphalt (CEA) has attracted increasing attention as a superior steel bridge pavement material for its convenient construction and low energy consumption. In this paper, the compatibility of CEA was improved with incorporating biobased epoxidized soybean oil (ESO), and the micromorphology, dynamic mechanical properties, and mechanical properties were evaluated. The results showed that ESO made asphalt particles disperse uniformly, and decreased the number of the glass transition temperature of the CEA. ESO also increased elongation at break of the CEA. The compatibility mechanism was analyzed according to Fourier transform infrared spectrum and molecular dynamics simulation. The results showed that ESO did not react chemically with asphalt and epoxy monomer. Due to incorporating ESO into CEA, the difference values of cohesion energy densities and solubility parameters between asphalt and epoxy monomer decreased, while the interaction energy of the whole system strengthened. [ABSTRACT FROM AUTHOR]

[Display omitted] • Biodiesel is recommended to be preferentially adopted as an asphalt solvent. • Asphalt solvents with high boiling points and moderate solubility are recommended. • Asphalt solvents should ensure CEA form a "sea-island" network. • Most asphalt solvents were preserved in the cross-linked network. Cold-mixed epoxy asphalt (CEA) is mixed and cured at room temperature, requiring dissolving asphalt before preparation. It is essential to choose suitable asphalt solvents to prepare CEA with desirable performances. This paper prepared CEAs with five kinds of asphalt solvents, including diesel, biodiesel, 1,2-dichloropropane, trichloroethylene, and solvent naphtha. The rheological properties of the CEA were studied by Brookfield viscometry and bending beam rheometry, then tensile tests and dynamic mechanical analysis were performed to study the mechanical properties. The morphology of the tensile fracture profiles of CEA was observed through scanning electron microscopy. Recommendations for selecting asphalt solvents are as follows: (1) the solubility of the solvent should ensure the formation of sea-island structure in CEA; (2) the solvent should have a high boiling point and moderate solubility to ensure CEA desirable antiaging ability. As a result, biodiesel is recommended and preferentially adopted. According to the ion chromatography, the volatilization of solvents mainly occurred within 48 h during CEA curing, and nearly 60 % of solvents were "sealed" in the CEA, participating in the formation of the cross-linking network. [ABSTRACT FROM AUTHOR]