Research on the optimal dosage of Bio-Oil/Lignin composite modified asphalt based on rheological and Anti-Aging properties

Zhang, Yi; Si, Chundi; Fan, Taotao; Zhu, Yuefeng; Li, Song; Ren, Shisong; Lin, Peng

doi:10.1016/j.conbuildmat.2023.131796

Cited by 19 publications

(6 citation statements)

References 24 publications

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“…According to the authors, this is due to the phenolic compounds present in the tested oils, which play the role of scavengers to quench free radicals formed during the aging process of bitumen. Zhang et al [20] reached the same conclusions, noting that the effect of the lignin they tested, i.e., phenolic structures containing substituents, was to react with the free radicals that formed during the bitumen aging process, forming stable structures. In this way, the chain reactions generated by free radicals were inhibited.…”

Section: Biomass Antioxidantmentioning

confidence: 66%

“…Olive leaves and their derivatives in general are promising candidates as bitumen additives due to the high levels of antioxidants, polyphenols, and other bioactive compounds that can impart beneficial effects on bitumen. In a previous study, olive plant by-products have been shown to improve the performance of asphalt pavements [20].…”

Section: Olive Leaf Residuesmentioning

confidence: 94%

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Plant Waste-Based Bioadditive as an Antioxidant Agent and Rheological Modifier of Bitumen

Loise,

Abe,

Porto

et al. 2024

Materials

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In recent times, circular economy initiatives in addition to the need for sustainable biomaterials have brought about several attempts at the eco-friendly, eco-sustainable and cost-effective production of asphalt pavements. It is an increasingly common practice in the asphalt industry to improve road pavement performance using additives to enhance the physico-chemical properties of bitumen, which performs the role of the binder in the asphalt mix. This paper evaluated the potential of a bio-based additive derived from olive leaf residue as a modifier and antioxidant agent for bitumen. Samples of neat, aged and doped aged bitumen were analyzed. In this study, the two bio-based additives were characterized in terms of phenol, chlorophyll, lignin and cellulose content, which was correlated with the mechanical properties of the tested samples. The mechanical properties of the neat, modified, aged and unaged samples were evaluated via Dynamic Shear Rheology. The bio-based additives proved to be promising and can improve the properties of bitumen binder and the performance of asphalt pavements in general.

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Section: Biomass Antioxidantmentioning

confidence: 66%

Section: Olive Leaf Residuesmentioning

confidence: 94%

Plant Waste-Based Bioadditive as an Antioxidant Agent and Rheological Modifier of Bitumen

Loise,

Abe,

Porto

et al. 2024

Materials

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“…The temperature was 60 • C. The contact pressure between the tire and the specimen was 0.7 MPa, and the wheel acted on the specimen 42 times per minute. The rutting deformations d 1 and d 2 at 45 min (t 1 ) and 60 min (t 2 ) were taken for the calculation of dynamic stability (DS), as shown in Equation (1).…”

Section: Rutting Resistance At High Temperaturementioning

confidence: 99%

“…Petroleum asphalt is a nonrenewable resource. However, with the increasing cost of energy and the strong global demand for petroleum resources, it is an inevitable trend to find new binders to modify or replace petroleum asphalt [1]. Amar K. Mohanty, in his study, pointed out that biomass energy sources have attracted the attention of many researchers for their environmental friendliness, wide sources, large storage capacity, low price, and sustainability [2].…”

Section: Introductionmentioning

confidence: 99%

Rheological Properties of Silica-Fume-Modified Bioasphalt and Road Performance of Mixtures

Hou,

Xue,

et al. 2024

Materials

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The objective of this research is to enhance the high-temperature antirutting and antiaging characteristics of bioasphalt. In this study, silica fume (SF) was selected to modify bioasphalt. The dosage of bio-oil in bioasphalt was 5%, and the dosage of SF was 2%, 4%, 6%, 8%, and 10% of bioasphalt. The high- and low-temperature characteristics, aging resistance, and temperature sensitivity of Bio + SF were evaluated by temperature sweep (TS), the multiple stress creep recovery (MSCR) test, the bending beam rheology (BBR) test, and the viscosity test. Meanwhile, the road behavior of the Bio + SF mixture was evaluated using the rutting test, low-temperature bending beam test, freeze–thaw splitting test, and fatigue test. The experimental results showed that the dosage of SF could enhance the high-temperature rutting resistance, aging resistance, and temperature stability of bioasphalt. The higher the dosage of SF, the more significant the enhancement effect. However, incorporating SF weakened bioasphalt’s low-temperature cracking resistance properties. When the SF dosage was less than 8%, the low-temperature cracking resistance of Bio + SF was still superior to that of matrix asphalt. Compared with matrix asphalt mixtures, the dynamic stability, destructive strain, freeze–thaw splitting strength ratio, and fatigue life of 5%Bio + 8%SF mixtures increased by 38.4%, 49.1%, 5.9%, and 68.9%, respectively. This study demonstrates that the development of SF-modified bioasphalt could meet the technical requirements of highway engineering. Using SF and bio-oil could decrease the consumption of natural resources and positively reduce environmental pollution.

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“…For instance, the ASTM F1677 standard outlines a test method using a Portable Inclinable Articulated Strut-Type Friction Tester (PIAST) [13,14]. Other relevant standards include ASTM F1679 for the Coefficient of Retroreflection Test Method for Variable-Angle Gloss Meters (CVIT), ANSI A1264.2 for specifying the anti-slip performance of walking and working surfaces, and NFPA 901 for automated instrumentation [15]. Yin conducted friction and anti-slip research on ordinary artificial ceramic tiles using a simple friction testing device.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of Skid Resistance and Comfort of Pedestrian Pavement with Asphalt-Based Wood Chip

Ma,

Zheng,

Zhang

et al. 2024

Buildings

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This paper conducts an in-depth study and evaluation of pedestrian paths, with a particular focus on the anti-slip performance and walking comfort of wooden chip pedestrian walkways. Through controlled experiments, a comparative analysis was performed between wooden chip pedestrian walkways and ordinary paved brick walkways. The experimental results indicate that under dry conditions, the anti-slip performance of various road surfaces is good. However, in wet environments, the anti-slip performance of paved brick roads deteriorates significantly. In contrast, wooden chip pedestrian walkways, especially those mixed with asphalt and wood chips, exhibit excellent anti-slip properties and comfort. Additionally, the study reveals that the comfort of wooden chip pedestrian walkways is significantly better than that of paved brick walkways, and the comfort of asphalt materials is slightly better than emulsified asphalt. It is worth mentioning that fine wood chips provide less comfort than coarse wood chips. Although reducing the thickness can enhance comfort, considering the service life of the road, a thickness of 4–6 cm is most suitable. Finally, asphalt and wooden chip mixtures with coarse wood chips possess good water permeability, making them suitable for permeable drainage pavement designs, effectively reducing road surface water accumulation.

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Research on the optimal dosage of Bio-Oil/Lignin composite modified asphalt based on rheological and Anti-Aging properties

Cited by 19 publications

References 24 publications

Plant Waste-Based Bioadditive as an Antioxidant Agent and Rheological Modifier of Bitumen

Plant Waste-Based Bioadditive as an Antioxidant Agent and Rheological Modifier of Bitumen

Rheological Properties of Silica-Fume-Modified Bioasphalt and Road Performance of Mixtures

Evaluation of Skid Resistance and Comfort of Pedestrian Pavement with Asphalt-Based Wood Chip

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