2022
DOI: 10.1016/j.conbuildmat.2022.127621
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Recycling waste disposable medical masks in improving the performance of asphalt and asphalt mixtures

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Cited by 34 publications
(28 citation statements)
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References 40 publications
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“…According to previous study [ 9 , 10 ], the DM modifier dosing was selected as 1%, 2%, 3%, 4% of the total weight of the base asphalt. The preparation process of DM-modified asphalt: firstly, the base asphalt was heated to 165 °C and stirred for 10 min at 500 r/min using a high speed shear machine.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…According to previous study [ 9 , 10 ], the DM modifier dosing was selected as 1%, 2%, 3%, 4% of the total weight of the base asphalt. The preparation process of DM-modified asphalt: firstly, the base asphalt was heated to 165 °C and stirred for 10 min at 500 r/min using a high speed shear machine.…”
Section: Methodsmentioning
confidence: 99%
“…Currently, several studies have emerged on the road performance of discarded masks (DM). Zhao et al simply crushed the DM and added them to the base asphalt and found that DM could improve the high and low temperature properties of the asphalt [ 9 ]. Yalcin et al found that modified asphalt containing more than 2% DM was better than modified asphalt containing more than 3% SBS in terms of physical properties and rheological performance [ 10 ].…”
Section: Introductionmentioning
confidence: 99%
“…The creep time was 1 s, and the recovery time was 9 s in a single cycle. The test was conducted at 58 • C, and the calculation equation of R, J nr , and J nr-diff are as follows [33,34]:…”
Section: High-temperature Rheological Properties Testsmentioning
confidence: 99%
“…When the total content of WTR and SSP is constant, the softening point of asphalt modified with WTR and SSP gradually decreases, and the penetration is contrary to the decrease in the ratio of WTR to SSP. The Arrhenius Equation ( 14) is widely used in describing the viscosity-temperature relationship of asphalt [33]:…”
Section: Physical Propertiesmentioning
confidence: 99%
“…Additionally, L-DMA-modified asphalt with different L-DMA contents were tested by loading–unloading mode in the Multiple Stress Creep and Recovery (MSCR) test, which can be used to characterize the high-temperature performance of asphalt [ 28 ]. In this paper, the MSCR tests under stresses of 0.1 kPa and 3.2 kPa were carried out at 58 °C.…”
Section: Materials and Experimentsmentioning
confidence: 99%