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首页|期刊导航|中南大学学报(自然科学版)|基于有限元分析的沥青路面坑槽修补动态响应及界面破坏机理研究

基于有限元分析的沥青路面坑槽修补动态响应及界面破坏机理研究

徐松 王叶飞 蔡晖 伍秉顺 陈闽漩 杨志文

中南大学学报(自然科学版)2026,Vol.57Issue(2):771-784,14.
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中南大学学报(自然科学版)2026,Vol.57Issue(2):771-784,14.DOI:10.11817/j.issn.1672-7207.2026.02.023

基于有限元分析的沥青路面坑槽修补动态响应及界面破坏机理研究

Research on dynamic response and interface failure mechanism of asphalt pavement pit repair based on finite element analysis

徐松 1王叶飞 2蔡晖 3伍秉顺 3陈闽漩 3杨志文1

作者信息

  • 1. 福州大学土木工程学院,福建 福州,350108
  • 2. 华南理工大学土木与交通学院,广东 广州,510641
  • 3. 福建省高速公路养护工程有限公司,福建 福州,350108
  • 折叠

摘要

Abstract

To address the problems of short service life of asphalt pavement pothole repairs and the high incidence of secondary distresses such as differential settlement,shoving,and upheaval,the premature failure mechanisms of pothole repair structures were investigated.Based on ABAQUS software to simulate the actual stress state after pothole repair,a variety of working conditions were set up to explore the mechanical response law of pothole repair structure under vehicle load and temperature load.The results show that when the modulus of the patching material is similar to or slightly higher than that of the original pavement,the stress and deformation of the joints can be effectively controlled.With the increase of the friction coefficient φ,the normal and shear stresses of the joints increase significantly.When φ reaches 0.6,the risk of damage of the patches increases significantly.Meanwhile,an increase in axial load leads to a linear increase in pit interface stress,and for every 0.1 MPa increase in load,the compressive and shear stresses increase by 12.5%and 15.0%,respectively.The disturbance at the bottom of the trench further exacerbates the joint stresses and increases the risk of secondary distresses such as settlement and pushover congestion.However,the increase of interfacial friction coefficient can effectively reduce the stresses in the repaired joints,and when the interfacial friction coefficient is increased from 0.2 to 0.9,the normal stress and shear stresses in the Y and Z directions at the transverse bottom joint of the pothole decrease by 19.3%,13.6%,and 17.3%,respectively.

关键词

道路工程/坑槽修补/ABAQUS/界面摩擦/温度应力/沥青路面

Key words

road engineering/pothole repair/ABAQUS/interface friction/temperature stress/asphalt pavement

分类

交通工程

引用本文复制引用

徐松,王叶飞,蔡晖,伍秉顺,陈闽漩,杨志文..基于有限元分析的沥青路面坑槽修补动态响应及界面破坏机理研究[J].中南大学学报(自然科学版),2026,57(2):771-784,14.

基金项目

国家自然科学基金资助项目(52278446)(Project(52278446)supported by the National Science Foundation of China) (52278446)

中南大学学报(自然科学版)

1672-7207

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