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Theoretical Research on Mechanical Model of Asphalt Pavement Based on Vector Field Action
FAN Li-hui, ZHAO Qing-guo, WANG Xin-qiang, MENG Hui-lin, LAN Qing, FAN Xing
2021, 31(4):
28-36.
DOI: 10.16046/j.cnki.issn2096-5680.2021.04.005
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.
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