Microstructure in Adhesion Development Process and Strength Formation Mechanism in Early Stage of Cold Recycled Mixture with Emulsified Asphalt

IF 1.5 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Advances in Civil Engineering Pub Date : 2024-02-01 DOI:10.1155/2024/7940655
Xueying Zhao, Baofu Ma
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Abstract

With the large-scale maintenance and renovation of asphalt pavement, a considerable amount of reclaimed asphalt pavement (RAP) will be generated. Stacking these wastes occupies a large amount of land and seriously damages the ecological environment. Hence, efficient regeneration of RAP through recycling technology has gained more and more attention. In this paper, some topics were reviewed to further promote the cold recycling (CR) technology and better follow-up the research progress. First, it discussed the raw materials and the differences and similarities between cement-emulsified asphalt mortar (CEAM) and cold-recycled mixtures with emulsified asphalt (CRME). Second, it reviewed the adhesion development of emulsified asphalt mastic, the application of X-ray technology in microscopic study of CRME and the characteristic of strength development of CRME. The adhesion development of CRME begins with the process of demulsification and hydration caused by the migration and dissipation of water inside the emulsified asphalt mastic. In addition, many factors would influence this process simultaneously. However, the microbehavior mechanism of internal water transport in emulsified asphalt mortar has not yet been thoroughly revealed, and it lacked scientific measurement research on the promoting effect of complex conditions on the development of adhesive properties of mixtures. Therefore, in this paper, they were suggested for future research.
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冷再生混合料与乳化沥青早期粘附发展过程中的微观结构及强度形成机理
随着沥青路面的大规模维修和翻新,会产生大量的再生沥青路面(RAP)。这些废弃物的堆放占用了大量土地,严重破坏了生态环境。因此,通过回收技术对 RAP 进行高效再生已越来越受到人们的关注。为了进一步推广冷再生(CR)技术,更好地跟踪研究进展,本文对一些课题进行了综述。首先,本文讨论了水泥乳化沥青砂浆(CEAM)和冷再生乳化沥青混合料(CRME)的原材料及其异同。其次,回顾了乳化沥青胶泥的粘附发展、X 射线技术在冷再循环乳化沥青混合料显微研究中的应用以及冷再循环乳化沥青混合料的强度发展特点。CRME 的粘附发展始于乳化沥青胶泥内部水分迁移和散失所引起的破乳化和水化过程。此外,许多因素会同时影响这一过程。然而,乳化沥青砂浆内部水分迁移的微观行为机理尚未被彻底揭示,对复杂条件对混合料粘结性能发展的促进作用也缺乏科学的测量研究。因此,本文提出了今后的研究建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Advances in Civil Engineering
Advances in Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
4.00
自引率
5.60%
发文量
612
审稿时长
15 weeks
期刊介绍: Advances in Civil Engineering publishes papers in all areas of civil engineering. The journal welcomes submissions across a range of disciplines, and publishes both theoretical and practical studies. Contributions from academia and from industry are equally encouraged. Subject areas include (but are by no means limited to): -Structural mechanics and engineering- Structural design and construction management- Structural analysis and computational mechanics- Construction technology and implementation- Construction materials design and engineering- Highway and transport engineering- Bridge and tunnel engineering- Municipal and urban engineering- Coastal, harbour and offshore engineering-- Geotechnical and earthquake engineering Engineering for water, waste, energy, and environmental applications- Hydraulic engineering and fluid mechanics- Surveying, monitoring, and control systems in construction- Health and safety in a civil engineering setting. Advances in Civil Engineering also publishes focused review articles that examine the state of the art, identify emerging trends, and suggest future directions for developing fields.
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