基于云模型的沥青路面注浆修复效果评价
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作者单位:

1.中国海洋大学工程学院;2.山东经纬地理信息工程有限公司

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中图分类号:

U416

基金项目:

国家自然科学基金(52279115);山东高速集团创新研究院委托科研项(SDGS-2022-0455-09)


Evaluation of Grouting Repair Effectiveness for Asphalt Pavement Based on Cloud Model
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Affiliation:

1.Ocean University of China,School of Engineering;2.Shandong Jingwei Geomatics Engineering Co,Ltd,

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    摘要:

    研究高速公路沥青路面注浆修复效果评价的影响因素,旨在保障道路行车安全和提升注浆修复质量。本研究从注浆修复后高速公路的承载性能、均匀及密实性以及使用性能中选取9个关键指标,基于组合赋权-云模型建立了沥青路面注浆修复效果评价模型,该方法借助博弈论理论融合了层次分析法和熵权法,实现了主观认知与客观数据的有效整合,克服了单一权重类型的局限性;同时,引入云模型,对注浆修复效果的模糊性和随机性进行全面而准确的衡量;并以东青高速公路某路段裂缝、脱空病害为例进行注浆修复效果评价,分析其注浆修复效果。结果显示:所提出的模型能够精确地反映沥青路面注浆修复后的实际状况,实现了由传统定性、经验导向向科学化及半定量评估的重要转变。

    Abstract:

    The factors influencing the evaluation of grouting repair effectiveness on highway asphalt pavements were investigated in this study, with the aim of ensuring road safety and improving the repair quality. Nine key indicators were selected from the aspects of bearing performance, uniformity, compactness, and service performance after grouting repair. Based on the combination weighting-cloud model, an evaluation model for the grouting repair effectiveness of asphalt pavement was established. By integrating the analytic hierarchy process and entropy weight method through game theory, this approach effectively combines subjective cognition and objective data, overcoming the limitations of a single weighting method. Furthermore, the cloud model was introduced to comprehensively and accurately capture the fuzziness and randomness of grouting repair effects. Taking the cracks and voids in a section of the Dongqing Expressway as an example, the grouting repair effectiveness was evaluated. The results show that the proposed model can accurately reflect the actual condition of the asphalt pavement after grouting repair, achieving an important transformation from traditional qualitative and experience-oriented to scientific and semi-quantitative evaluation.

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董坤,胡欣欣,赵书凝,等. 基于云模型的沥青路面注浆修复效果评价[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-02-02
  • 最后修改日期:2026-04-01
  • 录用日期:2026-05-10
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