Long-term skid resistance of high-friction surface treatment of pavement using high-alumina refractory waste

Xue, Xingjie; Zheng, Xiaohui; Guan, Bowen; Liu, Jianan; Ding, Donghai; Xiong, Rui; Zhao, Henan; Fan, Wei

doi:10.1016/j.conbuildmat.2022.128961

Cited by 9 publications

(2 citation statements)

References 45 publications

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“…As seen in Figure 8, after adding basalt fiber, BPN 20 of OGFC-5 and SMA-5 only increased by 4.8% and 7.7% respectively. It means that adding basalt fiber presented no obvious effect on the skid resistance of the two mixtures, the reason might be that the addition of fibers caused hardly changes on the surface microtexture of thin overlayer asphalt mixtures, which is the key factor affecting the skid resistance (Xue et al, 2022). The addition of basalt fiber could only slightly change the surface macrotexture of mixtures, and the contribution to the improvement of skid resistance was very small, resulting in very limited enhancement effect.…”

Section: Skid Resistancementioning

confidence: 95%

Influence of basalt fiber on performance of thin overlayer asphalt mixtures based on multiple experimental methods

Li,

Zhou,

et al. 2023

Front. Energy Res.

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Because of the fast deterioration speed of the surface function of conventional asphalt pavement, thin overlayer with many advantages has been applied to the pavement surface. However, due to problems such as insufficient stripping resistance and cracking resistance, the performance of the thin overlayer needs to be further improved. To achieve this target, basalt fiber was introduced into two types of thin overlayer asphalt mixtures (Open graded friction course, OGFC-5, and Stone matrix asphalt mixture, SMA-5). The wheel tracking test and uniaxial penetration test for high temperature deformation resistance, low temperature bending beam test and indirect tensile asphalt (IDEAL) cracking test for cracking resistance, cantabro test for stripping resistance, and friction coefficient test for skid resistance were conducted to evaluate various performance of thin overlayer asphalt mixtures, along with the dynamic modulus test for dynamic mechanical response. The results showed that adding basalt fiber could enhance the high temperature deformation resistance, low temperature cracking resistance, intermediate temperature cracking resistance and stripping resistance of the thin overlayer, while having no significant impact on skid resistance. Furthermore, adding basalt fiber could increase the modulus in the high temperature region and decrease the modulus in the low temperature region of the thin overlayer asphalt mixtures, indicating thin overlayer with basalt fiber presenting superior both high temperature and low temperature performance. In addition, the evaluation indexes of SLT and SHT proposed from dynamic modulus test exhibited good consistency with the results of the performance tests.

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Section: Skid Resistancementioning

confidence: 95%

Influence of basalt fiber on performance of thin overlayer asphalt mixtures based on multiple experimental methods

Li,

Zhou,

et al. 2023

Front. Energy Res.

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“…Of utmost concern are issues related to low-temperature cracking and fatigue of recycled asphalt mixtures. In order to improve the crack resistance of asphalt mixture, scholars from various countries have carried out extensive research [13,14]. Wang et al concluded that the low-temperature crack resistance of recycled asphalt mixtures decreases with a higher percentage of reclaimed asphalt pavement (RAP) and found that the use of a rejuvenating agent (RA) helps mitigate the decline in crack resistance in medium-low temperature environments [15].…”

Section: Introductionmentioning

confidence: 99%

Low-temperature fracture resistance of plant-mixed heat recycled asphalt mixture based on SCB

Wu,

Ren,

Jin

2023

Mater. Res. Express

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To investigate the low-temperature crack resistance of plant-mixed heated recycled asphalt mixture, we conducted a semi-circular bending (SCB) test to analyze the effects of the reclaimed asphalt pavement (RAP) content, salt concentration, and loading rate on the crack resistance at −15 °C. The experimental results show that the fracture energy (G f) of the recycled asphalt mixture decreases with an increase in RAP content and salt concentration but increases with an increase in loading rate. When the RAP content is 0%, the Gf of the specimen reaches its maximum value, while when the RAP content is 50%, Gf reaches its minimum value. When the loading rate is 10 mm s−1, the destruction of coarse aggregates in the specimen is much greater than the destruction mode at a loading rate of 2 mm s−1. Meanwhile, as the RAP content increases, the influence of chloride salt on the low-temperature crack resistance of the recycled asphalt mixture fluctuates. According to the quadratic fitting of RAP content and G f, it can be concluded that a lower loading rate is more helpful in analyzing the degradation mechanism of reclaimed asphalt mixture by salt, and a loading rate of 5 mm s−1 ha−1s−1 a significant impact on the degradation trend of the recycled asphalt mixture. Finally, by establishing the relationship between the Mohr-Coulomb expression and the ultimate tensile stress, we obtained the cohesive force (c) and further analyzed the degradation mechanism of the recycled asphalt mixture under the loading rate and chloride salt. However, the effect of RAP content on c is influenced by various factors, which should be considered comprehensively. These research results enrich the mechanism analysis of the low-temperature cracking performance of plant-mixed heated asphalt mixture and provide theoretical guidance for enhancing the low-temperature cracking resistance design of asphalt pavement.

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Laboratory evaluation of microwave heating and skid resistance of pavement friction surfacing using calcined bauxite and magnetite aggregates

Guan

Wang

Zhao

et al. 2023

Construction and Building Materials

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Long-term skid resistance of high-friction surface treatment of pavement using high-alumina refractory waste

Cited by 9 publications

References 45 publications

Influence of basalt fiber on performance of thin overlayer asphalt mixtures based on multiple experimental methods

Influence of basalt fiber on performance of thin overlayer asphalt mixtures based on multiple experimental methods

Low-temperature fracture resistance of plant-mixed heat recycled asphalt mixture based on SCB

Laboratory evaluation of microwave heating and skid resistance of pavement friction surfacing using calcined bauxite and magnetite aggregates

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