河北水利电力学院学报

河北水利电力学院学报 ›› 2021, Vol. 31 ›› Issue (4): 28-36.DOI: 10.16046/j.cnki.issn2096-5680.2021.04.005

• 技术理论与应用 • 上一篇    下一篇

基于矢量场作用的沥青路面力学模型理论研究

樊丽辉1, 赵庆国1, 王新强2, 孟会林1, 蓝清3, 樊星4   

  1. 1. 河北省交通勘察设计研究院,河北省石家庄市振岗路120号 050091;
    2. 河北工业大学土木与交通学院,天津市西平道5340号 300401;
    3.河北水利电力学院,河北省沧州市重庆路1号 061001;
    4. 河北路合交通科技有限公司,河北省石家庄市建国路661号 050051;
  • 收稿日期:2021-04-28 修回日期:2021-07-12 出版日期:2021-12-31 发布日期:2021-12-29
  • 作者简介:樊丽辉（1962-），男（汉族），河北石家庄人，正高级工程师，主要从事沥青基材料和水泥基材料的界面微观结构与性能改善研究工作。E-mail：LihuiFan@highwaytec.com.cn
  • 基金资助:
    石家庄市科学技术研究与发展计划项目“基于油石界面微观结构理论的耐久性沥青路面技术应用研究”（201160821）

Theoretical Research on Mechanical Model of Asphalt Pavement Based on Vector Field Action

FAN Li-hui1, ZHAO Qing-guo1, WANG Xin-qiang2, MENG Hui-lin1, LAN Qing3, FAN Xing4   

  1. 1. Hebei Provincial Communications Planning and Design Institute, 050091, Shijiazhuang, Hebei, China;
    2. School of Transportation and Civil Engineering, Hebei University of Technology, 300401, Tianjin, China;
    3. Hebei University of Water Resources and Electric Engineering, 061001, Cangzhou, Hebei, China;
    4. Hebei Luhe Communications Technology Co., Ltd., 050091, Shijiazhuang, Hebei, China
  • Received:2021-04-28 Revised:2021-07-12 Online:2021-12-31 Published:2021-12-29

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摘要： 文中以经典力学为参考系，以力的内外效应为切入点，将矢量场和物理等效作为基本研究路径，提出“稳定性”为沥青路面终极目标的研究宗旨。首先，研究了影响沥青路面稳定性的四大效应，即粒料的尺寸效应、粒料的形貌效应、沥青的介质效应、界面效应；其次，分析了荷载重力场下粒料间的力学行为与响应模式，探究了压实与轮荷作用对沥青路面的重力场做功机制；然后，提出了沥青路面系统的荷载重力场通量与场势能、物理学自由度与稳定度等概念及模型；最后，在基本廓清了粒料、沥青介质及界面微结构对沥青路面稳定性的物理作用与影响机理的基础上，最终初步构建由三大模型支撑的沥青路面力学的“场作用模型”理论体系。这无疑，将会对沥青路面理论带来全新认知。

关键词: 沥青路面, 力学模型, 矢量场, 场作用, 做功, 自由度 

Abstract: Taking classical mechanics as the reference system, taking the internal and external effects of force as the breakthrough point, taking vector field and physical equivalence as the basic path, this paper puts forward the research purpose of taking "stability" as the ultimate goal of asphalt pavement, studies and analyzes the four effects that affect the pavement stability, such as the size and shape effect of granular materials, the medium effect and interface effect of asphalt, and the force between granular materials under the load gravity field In this paper, the working mechanism and mechanism of compaction and wheel load on the gravity field of asphalt pavement are explored, and the concepts and models of load gravity field flux and potential energy, physical degree of freedom and stability of asphalt pavement system are proposed and defined, so as to clarify the physical effect and influence mechanism of granular material, asphalt medium and interface microstructure on the stability of asphalt pavement The theoretical system of "field action model" of asphalt pavement mechanics, which is composed of three models, is preliminarily constructed. This will undoubtedly bring a new understanding to the asphalt pavement theory.

Key words: asphalt pavement, mechanical model, vector field, field action, do work, degree of freedom

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