Leni Figueiredo Mathias Leite, Alexis Jair Enríquez-León, Marcos Lamha Rocha, Marcos Antônio Fritzen, Ricardo Schroder Teixeira, Francisco Thiago Sacramento Aragão, Margareth Carvalho Coutinho Cravo, Luiz Silvino Chinelatto Júnior, Luis Alberto Herrmann do Nascimento
{"title":"一种植物油基沥青粘结剂在试验路面路段的性能驱动验证","authors":"Leni Figueiredo Mathias Leite, Alexis Jair Enríquez-León, Marcos Lamha Rocha, Marcos Antônio Fritzen, Ricardo Schroder Teixeira, Francisco Thiago Sacramento Aragão, Margareth Carvalho Coutinho Cravo, Luiz Silvino Chinelatto Júnior, Luis Alberto Herrmann do Nascimento","doi":"10.1007/s11043-026-09930-z","DOIUrl":null,"url":null,"abstract":"<div><p>Decarbonizing road infrastructure has intensified interest in renewable substitutes for petroleum-derived diluents in asphalt binders. This study presents a full-chain evaluation of a bio-based binder (SDR-VO) in which a vegetable-oil derivative replaces the aromatic extract as diluent of a pre-salt deasphalting residue, benchmarked against the conventional counterpart (SDR-AE) sharing the same base and 50/70 penetration grade. Both binders were characterized through Multiple Stress Creep Recovery (MSCR), Linear Amplitude Sweep (LAS), and aging-resistance testing. The bio-based formulation reproduced the high-temperature response of SDR-AE (true Performance Grade, PG ≈ 64 <sup>∘</sup>C) and delivered a modest improvement in rutting-relevant rheology, a lower MSCR J<sub>nr3.2</sub> that brings SDR-VO into the Standard traffic class (PG 64S-22), unlike SDR-AE, while matching its fatigue, aging, and low-temperature indicators, including an equivalent continuous low-temperature PG (<span>\\({\\approx }{-}23\\)</span> <sup>∘</sup>C). A three-point Balanced Mix Design supported by FlexPAVE BR simulations identified the optimal volumetric envelope. Two experimental sections (400 and 340 m) were built in Rio de Janeiro under identical conditions; as-built mixtures showed equivalent fatigue and marginally better rutting for SDR-VO (Flow Number 428 vs. 319 cycles), and FlexPAVE BR projected a marked fatigue advantage of SDR-VO (2.3% vs. 15.6% cracked area at <span>\\(10^{7}\\)</span> equivalent single axle loads, ESALs) with equivalent rutting. Field surveys yielded maximum Falling Weight Deflectometer (FWD) deflection reductions of 35% (SDR-AE) and 38% (SDR-VO), rut depth below 1 mm, International Roughness Index (IRI) of 3.9 and 2.6 m/km, and equivalent macrotexture. The results substantiate the viability of vegetable-oil derivatives as renewable diluents in pre-salt-based binders.</p></div>","PeriodicalId":698,"journal":{"name":"Mechanics of Time-Dependent Materials","volume":"30 4","pages":""},"PeriodicalIF":4.5000,"publicationDate":"2026-10-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s11043-026-09930-z.pdf","citationCount":"0","resultStr":"{\"title\":\"Performance-driven validation of a vegetable-oil-based asphalt binder in experimental pavement sections\",\"authors\":\"Leni Figueiredo Mathias Leite, Alexis Jair Enríquez-León, Marcos Lamha Rocha, Marcos Antônio Fritzen, Ricardo Schroder Teixeira, Francisco Thiago Sacramento Aragão, Margareth Carvalho Coutinho Cravo, Luiz Silvino Chinelatto Júnior, Luis Alberto Herrmann do Nascimento\",\"doi\":\"10.1007/s11043-026-09930-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Decarbonizing road infrastructure has intensified interest in renewable substitutes for petroleum-derived diluents in asphalt binders. This study presents a full-chain evaluation of a bio-based binder (SDR-VO) in which a vegetable-oil derivative replaces the aromatic extract as diluent of a pre-salt deasphalting residue, benchmarked against the conventional counterpart (SDR-AE) sharing the same base and 50/70 penetration grade. Both binders were characterized through Multiple Stress Creep Recovery (MSCR), Linear Amplitude Sweep (LAS), and aging-resistance testing. The bio-based formulation reproduced the high-temperature response of SDR-AE (true Performance Grade, PG ≈ 64 <sup>∘</sup>C) and delivered a modest improvement in rutting-relevant rheology, a lower MSCR J<sub>nr3.2</sub> that brings SDR-VO into the Standard traffic class (PG 64S-22), unlike SDR-AE, while matching its fatigue, aging, and low-temperature indicators, including an equivalent continuous low-temperature PG (<span>\\\\({\\\\approx }{-}23\\\\)</span> <sup>∘</sup>C). A three-point Balanced Mix Design supported by FlexPAVE BR simulations identified the optimal volumetric envelope. Two experimental sections (400 and 340 m) were built in Rio de Janeiro under identical conditions; as-built mixtures showed equivalent fatigue and marginally better rutting for SDR-VO (Flow Number 428 vs. 319 cycles), and FlexPAVE BR projected a marked fatigue advantage of SDR-VO (2.3% vs. 15.6% cracked area at <span>\\\\(10^{7}\\\\)</span> equivalent single axle loads, ESALs) with equivalent rutting. Field surveys yielded maximum Falling Weight Deflectometer (FWD) deflection reductions of 35% (SDR-AE) and 38% (SDR-VO), rut depth below 1 mm, International Roughness Index (IRI) of 3.9 and 2.6 m/km, and equivalent macrotexture. 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引用次数: 0
摘要
脱碳道路基础设施加强了对可再生替代品的兴趣,以取代沥青粘合剂中的石油衍生稀释剂。本研究提出了一种生物基粘合剂(SDR-VO)的全链评价,其中植物油衍生物取代芳香提取物作为盐下脱沥青残渣的稀释剂,与具有相同碱基和50/70渗透等级的传统对应物(SDR-AE)作为基准。通过多重应力蠕变恢复(MSCR)、线性振幅扫描(LAS)和耐老化测试对两种粘合剂进行了表征。生物基配方重现了SDR-AE(真实性能等级,PG≈64°C)的高温反应,并在车情相关流变学方面有了适度的改善,与SDR-AE不同,更低的MSCR Jnr3.2使SDR-VO进入标准交通等级(PG 64S-22),同时符合其疲劳、老化和低温指标,包括等效的连续低温PG (\({\approx }{-}23\)°C)。由FlexPAVE BR模拟支持的三点平衡混合设计确定了最佳的体积包络。在相同的条件下,在巴西里约热内卢建造了两个实验段(400米和340米);成品混合物对SDR-VO表现出相同的疲劳和稍好的车辙(流量数428 vs. 319循环),FlexPAVE BR预测了SDR-VO的明显疲劳优势(2.3)% vs. 15.6% cracked area at \(10^{7}\) equivalent single axle loads, ESALs) with equivalent rutting. Field surveys yielded maximum Falling Weight Deflectometer (FWD) deflection reductions of 35% (SDR-AE) and 38% (SDR-VO), rut depth below 1 mm, International Roughness Index (IRI) of 3.9 and 2.6 m/km, and equivalent macrotexture. The results substantiate the viability of vegetable-oil derivatives as renewable diluents in pre-salt-based binders.
Performance-driven validation of a vegetable-oil-based asphalt binder in experimental pavement sections
Decarbonizing road infrastructure has intensified interest in renewable substitutes for petroleum-derived diluents in asphalt binders. This study presents a full-chain evaluation of a bio-based binder (SDR-VO) in which a vegetable-oil derivative replaces the aromatic extract as diluent of a pre-salt deasphalting residue, benchmarked against the conventional counterpart (SDR-AE) sharing the same base and 50/70 penetration grade. Both binders were characterized through Multiple Stress Creep Recovery (MSCR), Linear Amplitude Sweep (LAS), and aging-resistance testing. The bio-based formulation reproduced the high-temperature response of SDR-AE (true Performance Grade, PG ≈ 64 ∘C) and delivered a modest improvement in rutting-relevant rheology, a lower MSCR Jnr3.2 that brings SDR-VO into the Standard traffic class (PG 64S-22), unlike SDR-AE, while matching its fatigue, aging, and low-temperature indicators, including an equivalent continuous low-temperature PG (\({\approx }{-}23\)∘C). A three-point Balanced Mix Design supported by FlexPAVE BR simulations identified the optimal volumetric envelope. Two experimental sections (400 and 340 m) were built in Rio de Janeiro under identical conditions; as-built mixtures showed equivalent fatigue and marginally better rutting for SDR-VO (Flow Number 428 vs. 319 cycles), and FlexPAVE BR projected a marked fatigue advantage of SDR-VO (2.3% vs. 15.6% cracked area at \(10^{7}\) equivalent single axle loads, ESALs) with equivalent rutting. Field surveys yielded maximum Falling Weight Deflectometer (FWD) deflection reductions of 35% (SDR-AE) and 38% (SDR-VO), rut depth below 1 mm, International Roughness Index (IRI) of 3.9 and 2.6 m/km, and equivalent macrotexture. The results substantiate the viability of vegetable-oil derivatives as renewable diluents in pre-salt-based binders.
期刊介绍:
Mechanics of Time-Dependent Materials accepts contributions dealing with the time-dependent mechanical properties of solid polymers, metals, ceramics, concrete, wood, or their composites. It is recognized that certain materials can be in the melt state as function of temperature and/or pressure. Contributions concerned with fundamental issues relating to processing and melt-to-solid transition behaviour are welcome, as are contributions addressing time-dependent failure and fracture phenomena. Manuscripts addressing environmental issues will be considered if they relate to time-dependent mechanical properties.
The journal promotes the transfer of knowledge between various disciplines that deal with the properties of time-dependent solid materials but approach these from different angles. Among these disciplines are: Mechanical Engineering, Aerospace Engineering, Chemical Engineering, Rheology, Materials Science, Polymer Physics, Design, and others.