长沙理工大学学报(自然科学版)
考虑交互作用的地聚物乳化沥青冷再生混合料设计及性能研究
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作者:
作者单位:

(1. 中国地质大学 (武汉) 工程学院 ,湖北 武汉 430074;2. 湖北省地质局冶金地质勘探大队 ,湖北 十堰 442000)

作者简介:

通讯作者:

林俊涛(1985—)(ORCID:0000-0002-8876-5969),男,副教授,主要从事功能性沥青路面材料方面的研究。E-mail:linjt@cug.edu.cn

中图分类号:

U414

基金项目:

国家自然科学基金项目(52278285、51908522)第一作者:王宗瑞(2002—),男,主要从事功能性沥青路面材料的研究。E-mail:1049821436@qq.com


Research on design and performance of geopolymer -asphalt emulsion cold recycled mixture considering interaction effects
Author:
Affiliation:

(1. Faculty of Engineering , China University of Geosciences (Wuhan) , Wuhan 430074, China; 2. Metallurgical Geological Exploration Team of Hubei Geological Bureau , Shiyan 442000, China)

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    摘要:

    【目的】研究地聚物与乳化沥青的交互作用对混合料配合比设计及路用性能的影响,为提升冷再生混合料的性能提供参考。【方法】首先,采用响应面设计法对地聚物 -乳化沥青冷再生混合料进行配合比设计,以粉煤灰 /矿渣含量、乳化沥青含量和碱激发剂含量作为主要因素,以冷再生混合料的 28 d的劈裂抗拉强度和破坏拉伸应变为响应变量,综合模拟出 3D模型并进行响应面分析。然后,研究地聚物 -乳化沥青的交互作用对冷再生混合料高温稳定性、低温抗裂性以及水稳定性的影响。【结果】粉煤灰 /矿渣含量、碱激发剂含量、乳化沥青含量 3因素对混合料 28 d的劈裂抗拉强度和破坏拉伸应变的影响存在明显的交互作用,且根据响应面分析并考虑经济适用性,最终确定适宜的掺量为 4%地聚物和 4%乳化沥青。相比于单独含有地聚物或乳化沥青的混合料,地聚物 -乳化沥青复合冷再生混合料的高温稳定性、低温抗拉强度以及水稳定性都处于二者的之间,且低温抗裂强度最大。整体而言,冷再生混合料的高温稳定性、水稳定性随着乳化沥青含量的增加而降低;低温抗裂性随着乳化沥青含量的提高而增强。【结论】地聚物 -乳化沥青复合冷再生混合料的性能兼顾柔性混合料和半刚性混合料的特征,其中地聚物与乳化沥青存在显著的交互作用,在合适的组成下具有应用于沥青路面结构中的潜力。

    Abstract:

    [Purposes ] The influence of the interaction between geopolymer and asphalt emulsion on the mix proportion design and road performance of the mixture was analyzed to provide a reference for improving the performance of the cold recycled mixture.[Methods] Firstly,the response surface methodology was adopted to design the mix proportion of the geopolymer -asphalt emulsion cold recycled mixture.The contents of fly ash/slag,alkali activator,and asphalt emulsion were taken as the main factors,while the 28-day splitting tensile strength and 28-day failure tensile strain of the cold recycled mixture were taken as the response variables.A 3D model was comprehensively simulated,and the response surface analysis was conducted.Then,the influence of the interaction between the geopolymer and the asphalt emulsion on the high -temperature stability,low-temperature crack resistance,and water stability of the cold recycled mixture was studied.[Results] The three factors,namely the contents of fly ash/slag,alkali activator,and asphalt emulsion,show significant interactive effects on the 28-day splitting tensile strength and 28-day failure tensile strain of the mixture.Based on the response surface analysis and economic applicability,the suitable content is determined to be 4% geopolymer and 4% asphalt emulsion.Compared with the mixtures containing only geopolymer or asphalt emulsion,the geopolymer -asphalt emulsion composite cold recycled mixture exhibits intermediate performance in high -temperature stability,low-temperature tensile strength,and water stability,while demonstrating the maximum low -temperature crack resistance strength.Overall,the high -temperature stability and water stability of the cold recycled mixture decrease with the increase of the asphalt emulsion proportion,while the low -temperature crack resistance improves with the increase of the asphalt emulsion proportion.[Conclusions ] The performance of the geopolymer -asphalt emulsion composite cold recycled mixture combines the characteristics of flexible mixtures and semi -rigid mixtures.A significant interaction exists between the geopolymer and the asphalt emulsion,and the mixture has the potential for application in asphalt pavement structures under an appropriate composition.

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王宗瑞,潘浩,蒙祚华,等.考虑交互作用的地聚物乳化沥青冷再生混合料设计及性能研究[J].长沙理工大学学报(自然科学版),2026,23(2):79-88.
WANG Zongrui, PAN Hao, MENG Zuohua, et al. Research on design and performance of geopolymer -asphalt emulsion cold recycled mixture considering interaction effects[J]. Journal of Changsha University of Science & Technology (Natural Science),2026,23(2):79-88.

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  • 收稿日期:2025-12-06
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  • 在线发布日期: 2026-06-17
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