首页|乳化沥青冷再生混合料强度特征与失效断裂演变机制研究进展

乳化沥青冷再生混合料强度特征与失效断裂演变机制研究进展

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"双碳"背景下,将乳化沥青冷再生混合料作为冷拌路面材料已受到道路工程界的广泛关注.针对乳化沥青冷再生混合料设计与应用中关键技术问题的研究进展进行了综述,系统地汇总了乳化沥青冷再生混合料在施工控制、强度发展机理和损伤行为特征 3 个方面的研究成果.混合料制备工艺方面,总结了目前国内外乳化沥青冷再生混合料生产工艺的相关技术,阐述了乳化沥青冷再生混合料的材料特性、拌和工艺、成型方式和养生条件等对其施工和易性的影响;混合料强度发展机理方面,阐明了乳化沥青冷再生混合料在不同影响因素下的微观结构特征,凝练了材料强度形成过程中的内部界面行为;混合料断裂失效行为特征方面,归纳了研究断裂行为和断裂机理的理论方法和实验手段,探讨了乳化沥青冷再生混合料的断裂机制与疲劳特性.研究表明:构建全面的材料组成特性认知体系,利用多尺度手段揭示乳化沥青冷再生混合料强度形成机理,实时动态感知混合料疲劳损伤过程的阶段性演化规律,将对改善乳化沥青冷再生混合料的力学性能和延长冷再生路面的使用寿命具有重要意义.
A study on research progress of strength characteristics and fracture failure mechanism of cold recycled asphalt emulsion mixture
In the context of"double carbon"targets,cold recycled asphalt emulsion mixture(CRAEM)as a cold mixed pavement material had gained widespread attention in road engineering.The research progress of the key technical problems in the design and application of CRAEM was reviewed,the research findings on construction control,strength development mechanism and damage behavior characteristics of CRAEM were systematically summarized.With regard to the preparation process of CRAEM,the relevant technologies at home and abroad were fully investigated,the effects of the material composition,mixing process,formation approaches and curing conditions on the construction workability were illustrated.As for the strength develop-ment mechanism of CRAEM,the microstructural characteristics under different influencing factors were expounded,the interface behavior during the strength formation process was refined.Moreover,the theoretical and experimental methods for investigating fracture behavior and fracture mechanism were included,the dam-age mechanism and fatigue characteristics of CRAEM were discussed also.It was suggested that forming a comprehensive cognitive system of material composition characteristics,revealing the strength formation mecha-nism of CRAEM from a multi-scale perspective,and characterizing the stage evolution of the fatigue damage process dynamically could improve the mechanical properties of CRAEM and prolong the service life of the cold reclaimed pavement.

emulsified asphaltcold recycled mixtureconstructionstrength developmentdamage behavior

邱欣、张丁川、郭群英、项震宇、陈军、金钟声、赵晓瑜、吕会军

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浙江师范大学 道路与交通工程研究中心,浙江 金华 321004

永康市公路与运输管理中心,浙江永康 321399

金华市公路与运输管理中心,浙江 金华 321000

金华市婺城区公路与运输管理中心,浙江 金华 321004

浙江正达检测科技有限公司,浙江 金华 321000

浙江正方交通建设有限公司,浙江 金华 321025

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乳化沥青 冷再生混合料 施工 强度发展 损伤行为

2025

浙江师范大学学报(自然科学版)
浙江师范大学

浙江师范大学学报(自然科学版)

影响因子:0.248
ISSN:1001-5051
年,卷(期):2025.48(1)