行车荷载作用下路面结构动位移响应分析  

Dynamic Displacement Response of Pavement Structure under Moving Vehicle Load

作　　者：张献民[1,3] 孔伟斌 刘小兰 ZHANG Xianmin;KONG Weibin;LIU Xiaolan(Airport College,Civil Aviation University of China,Tianjin 300300,China;Beijing Capital International Airport Co.Ltd.,Beijing 100621,China;College of Civil Aviation,Nanjing University of Aeronautics and Aeronautics,Nanjing 210016,China)

机构地区：[1]中国民航大学机场学院,天津300300 [2]北京首都国际机场股份有限公司,北京100621 [3]南京航空航天大学民航学院,江苏南京210016

出　　处：《西南交通大学学报》2020年第2期357-363,共7页Journal of Southwest Jiaotong University

摘　　要：为研究行车荷载作用下路面结构动位移响应规律,基于弹性层状体系理论建立路面结构有限元模型,将车辆随机动荷载作用在有限元模型上,通过改变路面结构层厚度与模量,研究了路面结构测试区竖向动位移变化规律,建立了测试区动位移峰值与路面结构层参数的数学模型,进一步揭示了路面结构动态响应问题.计算结果表明:路面结构测试区动位移峰值随土基模量的增大而减少;土基模量对测试区动位移峰值影响最为敏感,两者的数学模型近似呈对数关系,测试区动位移峰与面层厚度和基层厚度近似呈线性关系,与底基层厚度近似呈对数关系;不同的面层模量、基层模量和底基层模量对应的测试区动位移曲线几乎重合,因此不是影响测试区动位移的主要影响因素.研究结果为路面承载力检测提供了依据.In order to study the dynamic displacement response law of pavement structure under driving load,a finite element model(FEM) of pavement structure is established by the theory of elastic layered system. Applying the random dynamic load of a vehicle to the FEM,the variation of vertical dynamic displacement in the structural test area is analyzed with changing thickness and modulus of the pavement layer,and a mathematical model of relationship between the peak dynamic displacement of the test area and parameters of the pavement structure layer is proposed to characterize the dynamic response of the pavement structure. Results of FEM calculations show that the peak dynamic displacement of the pavement test area decreases with an increase in the soil matrix modulus;what’s more,the peak dynamic displacement is more sensitive to the soil matrix modulus than to other pavement layer parameters,and the mathematical relationship between them is logarithmic. Meanwhile,the peak dynamic displacement of the pavement test area is approximately linear with the thicknesses of the surface layer and the base layer, and is approximately logarithmic with the thickness of the subbase layer. However, the dynamic displacement curves of the test area with different surface layer moduli,base layer moduli and base layer moduli almost coincide,implying that they are not the main influencing factors of the dynamic displacement. The obtained results provide a basis for the detection of pavement bearing capacity.

关 键 词：行车荷载 有限元模型 竖向动位移 路面结构层参数 数学模型 动态响应 

分 类 号：U416[交通运输工程—道路与铁道工程]