Introducing the mineral powder to strengthen polyurethane grouting materials for crack repair of asphalt pavements

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Kun Xiong , Jiupeng Zhang , Yinzhang He , Junbo Li , Mingliang Zhang , Rui Li , Jianzhong Pei , Yuanyuan Li , Lei Lyu
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Abstract

Cracking in asphalt pavement may lead to structural distress while existing crack repair materials have significant shortcomings in terms of cost and construction efficiency. This study incorporates mineral powder into the polyurethane grouting materials to provide a more economical and durable solution for repairing cracks in asphalt pavement. The results of bonding and tensile tests show that excessive mineral powder may deteriorate the mechanical properties of polyurethane grouting materials, which is caused by the agglomeration of mineral powder observed by the microscale characterization. Characterization tests indicate that ultraviolet exposure results in the evolution of the chemical components and thermal stability of polyurethane grouting materials, subsequently causing the degeneration in the mechanical properties. The addition of mineral powders was found to increase the tensile strength of polyurethane grouting materials after Ultraviolet aging by 12 %, while the elongation at break measured in tensile tests remained essentially unchanged. The results of the splitting test, bending test, and immersion Marshall test prove the enhanced low-temperature property and moisture resistance of mineral powder-modified polyurethane grouting materials as compared to the styrene-butadiene-styrene emulsified asphalt. The economic analysis shows that this study presents a practical approach to cost-effective asphalt pavement crack repair, offering insights for enhancing the durability of asphalt pavements.
采用矿粉强化聚氨酯灌浆材料,用于沥青路面裂缝修补
沥青路面出现裂缝可能会导致结构受损,而现有的裂缝修补材料在成本和施工效率方面存在明显缺陷。本研究在聚氨酯灌浆材料中加入矿物质粉末,为修复沥青路面裂缝提供更经济、更耐用的解决方案。粘结和拉伸试验结果表明,过量的矿物粉末可能会降低聚氨酯灌浆材料的机械性能,这是由微观表征观察到的矿物粉末团聚造成的。表征试验表明,紫外线照射会导致聚氨酯灌浆材料的化学成分和热稳定性发生变化,进而导致机械性能下降。研究发现,添加矿物质粉末后,紫外线老化后聚氨酯灌浆材料的拉伸强度提高了 12%,而拉伸试验中测得的断裂伸长率基本保持不变。劈裂试验、弯曲试验和浸水马歇尔试验的结果证明,与苯乙烯-丁二烯-苯乙烯乳化沥青相比,矿粉改性聚氨酯灌浆材料的低温性能和防潮性能都有所提高。经济分析表明,本研究提出了一种经济有效的沥青路面裂缝修复实用方法,为提高沥青路面的耐久性提供了启示。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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