模数
曲面(拓扑)
杨氏模量
材料科学
模数
影响
弹性模量
表层
结构工程
图层(电子)
岩土工程
机械
复合材料
地质学
数学
工程类
几何学
物理
量子力学
作者
Mohan Zhao,Yu Liu,Hainian Wang,Xinnan Xu,Shaojie Xu
摘要
Abstract When an impact load is sufficiently small, its influence on the pavement structure is mainly from the surface layer material. To explore the influence depth of an impact load and back‐calculation of the pavement surface modulus, both numerical calculation and experimental testing were conducted, and the results are presented in this paper. The numerical calculation was performed through a DEM‐FDM‐coupled model. After a new modulus back‐calculation algorithm is formed by analyzing the numerical modeling results, experimental tests were also conducted for verification, and the results were analyzed. The max value of the falling weight impact force was closely related to the elastic modulus of the material, and the influence depth was controllable. Finally, it is proved that the method can be used to calculate the surface layer modulus and estimate the surface layer thickness.
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