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行车速度影响下柔性基层沥青路面轴载换算系数修正方法

韦璐 王佳乐

河南城建学院学报2026,Vol.35Issue(4):42-50,9.
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河南城建学院学报2026,Vol.35Issue(4):42-50,9.DOI:10.14140/j.cnki.hncjxb.2026.04.005

行车速度影响下柔性基层沥青路面轴载换算系数修正方法

A modification method for axle load equivalency factors of flexible base asphalt pavements considering vehicle speed

韦璐 1王佳乐1

作者信息

  • 1. 安徽建筑大学 土木工程学院,安徽 合肥 230601
  • 折叠

摘要

Abstract

To quantify the influence of vehicle speed on the axle load equivalency factor of flexible-base as-phalt pavements,a speed correction framework was established based on the principle of equivalence,and a speed correction coefficient was incorporated into the existing static axle load equivalency system specified in current design codes.A three-dimensional moving load dynamic analysis model was developed in ABAQUS to calculate the critical mechanical responses of pavement structures under different design speeds.Three design criteria were considered:permanent deformation control of the asphalt mixture layer,fa-tigue control of the asphalt mixture layer,and permanent deformation control of the subgrade.Corresponding speed correction coefficients and their variation patterns were determined for each criterion.The results indi-cate that increasing speed generally reduces the critical responses,although the sensitivity varies among structural layers.Under the permanent deformation control of the asphalt mixture layer,the speed correction coefficient ranges from 0.973 3 to 0.995 9,close to unity.Under fatigue control of the asphalt mixture layer,the coefficient ranges from 0.718 5 to 0.899 0,decreasing steadily with increasing speed.Under permanent deformation control of the subgrade,the coefficient ranges from 0.303 9 to 0.895 1,exhibiting significant nonlinear decay.The findings can provide a basis for equivalent axle load correction and structural parame-ter selection for flexible base asphalt pavements under various design speed conditions.

关键词

道路工程/柔性基层沥青路面/轴载换算系数/行车速度/速度修正系数/有限元分析

Key words

road engineering/flexible base asphalt pavement/axle load equivalency factor/vehicle speed/speed correction factor/finite element analysis

分类

交通工程

引用本文复制引用

韦璐,王佳乐..行车速度影响下柔性基层沥青路面轴载换算系数修正方法[J].河南城建学院学报,2026,35(4):42-50,9.

基金项目

安徽省高校自然科学研究重点项目(2024AH051792) (2024AH051792)

河南城建学院学报

1674-7046

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