首页|车辆荷载作用下沥青路面动力特性研究

车辆荷载作用下沥青路面动力特性研究

Study on the Dynamic Characteristics of Asphalt Pavement under Vehicle Loading

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基于平行粘结模型与宏观力学参数建立了单轴压缩模型,通过颗粒离散元数值模拟方法,探讨了车辆往复荷载作用下混凝土加铺沥青路面所发生的变形特性及其力学扩散规律.研究结果表明:混凝土路面加铺沥青面层之后,能够有效降低车辆对混凝土面板冲击作用,显著减少混凝土路面板底脱空等病害的产生;在车辆往复荷载作用下,沥青面层与混凝土路面界面处易发生滑移,会影响到路面的整体性能,建议在路面刚柔界面处增加粘结层强度.在车辆荷载作用过程中,速度矢量向下,且荷载作用的最前部速度最大;在车辆荷载作用之后,速度矢量向上,速度最大值出现在车辆荷载驶离瞬间.
Based on the parallel bonding model and macroscopic mechanical parameters,a uniaxial compression model is established to investigate the deformation characteristics and mechanical diffusion laws of paved road surfaces under the action of reciprocating vehicle loads using the discrete element numerical simulation method.The research results indicate that after paving asphalt surface layer on concrete road surface,it can effectively reduce the impact of vehicles on the concrete panels,significantly decreasing the range of diseases such as bottom detachment of concrete road panels.Under the action of reciprocating vehicle loads,slippage is prone to occur at the interface between the asphalt surface layer and the concrete road surface,which can affect the overall performance of the road surface.It is suggested to increase the bonding layer strength at the rigid-flexible interface of the road surface.During the vehicle loading process,the velocity vector points downward,and the front part of the load has the maximum velocity.After the vehicle loading,the velocity vector points upward,and the maximum velocity occurs at the moment when the vehicle load is departing.

concreteparticle discrete element theoryasphalt surfacesvehicle loading

李闯

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中铁十九局集团第六工程有限公司,江苏无锡 214028

混凝土 颗粒离散元理论 沥青面层 车辆荷载

2024

济源职业技术学院学报
济源职业技术学院

济源职业技术学院学报

影响因子:0.274
ISSN:1672-0342
年,卷(期):2024.23(2)