Answers are grounded in this paper and cite their sources.
The absence of intrinsic deicing capabilities in conventional asphalt mastic poses a critical challenge in cold-climate regions, where the accumulation of snow and ice can result in hazardous traffic conditions. This research introduces the synthesis and integration of a proprietary salt-storage additive, designated DN-PF, into asphalt mastic for the development of self-deicing pavements. The DN-PF additive comprises a sodium chloride (NaCl) core, supported by diatomite and encapsulated in a phenolic resin matrix, engineered to confer self-deicing functionality to asphalt mastic. The DN-PF asphalt mastic was prepared by substituting all filler with equivalent-volume of DN-PF. A comprehensive assessment of the asphalt mastic properties were investigated via penetration, ductility, softening point, the dynamic shear rheometer (DSR) and Bending Beam Rheometer (BBR) tests. The sustained-releasing efficacy of the DN-PF asphalt mastic was also examined by conductivity test. The results indicated that the inclusion of DN-PF improves the high temperature stability and shear resistance of the DN-PF asphalt mastic. However, it also decreases the plasticity and low-temperature anti-cracking property of the mastic. The dissolution amount of snowmelt salt remained stable with uniform dissolution speed, highlighting enhanced sustained-release properties of additives. However, in our study the DSR experimental design was constrained to temperature scanning, neglecting frequency and time domain scanning, which precluded a comprehensive assessment of mid-temperature fatigue performance. As a result, the fatigue behavior at intermediate temperatures necessitates further research.
No takes yet. Share an insight, caveat, or question.
Du et al. (2024) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: