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材料导报  2026, Vol. 40 Issue (5): 25020025-7    https://doi.org/10.11896/cldb.25020025
  无机非金属及其复合材料 |
基于声发射的聚合物增强水泥稳定碎石损伤特性研究
高颖1,2,*, 康亚腾1, 景茂武3, 王长龙1, 吕小博1
1 河北工程大学土木工程学院,河北 邯郸 056038;
2 河北省绿色长寿命路面工程材料技术创新中心,河北 邯郸 056000;
3 邯郸市华威公路设计咨询有限公司,河北 邯郸 056000
Acoustic Emission-based Study on Damage Characteristics of Polymer Reinforced Cement-stabilized Macadam
GAO Ying1,2,*, KANG Yateng1, JING Maowu3, WANG Changlong1, LYU Xiaobo1
1 School of Civil Engineering, Hebei University of Engineering, Handan 056038, Hebei, China;
2 Hebei Provincial Innovation Center for Green and Long-life Pavement Engineering Materials Technology, Handan 056000, Hebei, China;
3 Handan Huawei Highway Design Consulting Co., Ltd., Handan 056000, Hebei, China
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摘要 为解决水泥稳定碎石混合料易收缩开裂的问题,将可再分散乳胶粉掺入混合料中,设计了五种不同掺量的试验组开展路用性能测试、SEM测试与单轴压缩(声发射监测)试验。结果表明:可再分散乳胶粉在水泥稳定碎石混合料中具有成膜、填充孔隙等作用,4%掺量的醋酸乙烯-乙烯酯共聚物(VAE)可以提升混合料的力学性能。掺入可再分散乳胶粉后,混合料的幅值-持续时间散点增多并向高幅值、低持续时间发展,峰值频率分布更为离散。单轴压缩加载模式下混合料损伤分为三个阶段,掺入可再分散乳胶粉后混合料的压密阶段历时短,累积能量低;弹性变形阶段荷载曲线斜率增大,累积能量增加;弹性变形阶段与塑性损伤阶段过渡界限模糊,最终累积能量提升7%。掺入4%的可再分散乳胶粉可以提高混合料的韧性与抗裂性能。
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高颖
康亚腾
景茂武
王长龙
吕小博
关键词:  道路工程  可再分散乳胶粉  水泥稳定碎石  力学性能  声发射特性  抗裂性能    
Abstract: To address shrinkage cracking in cement-stabilized macadam(CSM), redispersible latex powder was added with five different dosages, setting a control group for comparison. Experimental investigations included road performance tests, SEM analysis, and uniaxial compression tests with acoustic emission (AE) monitoring. Mechanical properties and AE parameter analyses revealed that redispersible latex powder induces film-formation and pore-filling in CSM. The 4% dosage improves mechanical performance by enhancing strength and deformation capacity. The AE amplitude-duration scatter plots show increased high-amplitude, short-duration events and a dispersed peak frequency distribution with eleva-ted high-frequency components. Under uniaxial compression, CSM damage evolves in three stages. Redispersible latex powder shortens the initial compaction stage, reducing energy accumulation. In the elastic stage, steeper load curves and higher cumulative energy blurred the transition to plastic damage. Accumulated energy increased by 7% compared to the control. These results indicate that a 4% dosage enhances CSM toughness and crack resistance by optimizing microstructural interactions and energy dissipation during loading.
Key words:  road engineering    redispersible latex powder    cement-stabilized macadam    mechanical performance    acoustic emission characte-ristics    crack resistance
出版日期:  2026-03-10      发布日期:  2026-03-10
ZTFLH:  U416.214  
基金资助: 固废资源化利用与节能国家重点实验室开放基金(SWR-2023-007);国家环境保护矿冶资源利用与污染控制重点实验室开放基金(HB202306);河北省自然科学基金(E2022402050)
通讯作者:  *史才军,博士,博士研究生导师。主要从事水泥和混凝土材料的设计、测试、耐久性、智能防渗漏材料及废物的利用和处置方面的研究。cshi@hnu.edu.cn   
引用本文:    
高颖, 康亚腾, 景茂武, 王长龙, 吕小博. 基于声发射的聚合物增强水泥稳定碎石损伤特性研究[J]. 材料导报, 2026, 40(5): 25020025-7.
GAO Ying, KANG Yateng, JING Maowu, WANG Changlong, LYU Xiaobo. Acoustic Emission-based Study on Damage Characteristics of Polymer Reinforced Cement-stabilized Macadam. Materials Reports, 2026, 40(5): 25020025-7.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25020025  或          https://www.mater-rep.com/CN/Y2026/V40/I5/25020025
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