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车辆作用软土地基埋管沥青路面动力响应研究

宋来福 蔡嘉煜 张顺 符洪涛

土木工程与管理学报2025,Vol.42Issue(3):16-22,30,8.
土木工程与管理学报2025,Vol.42Issue(3):16-22,30,8.DOI:10.13579/j.cnki.2095-0985.2025.20240427

车辆作用软土地基埋管沥青路面动力响应研究

Research on Dynamic Response of Asphalt Pavement with Buried Pipes in Soft Soil Foundation Under Vehicle Load

宋来福 1蔡嘉煜 1张顺 1符洪涛1

作者信息

  • 1. 温州大学 建筑工程学院,浙江 温州 325035
  • 折叠

摘要

Abstract

One of the key topics in geotechnical engineering is the study of the dynamic response of asphalt pavement structures with buried pipes in soft soil foundation under vehicle loads.A Fortran-based subroutine,Dload,was developed and validated for computational accuracy through compari-sons with field experiments.An actual engineering case was analyzed to contrast the differences be-tween asphalt pavement structures with and without buried pipes,and to investigate the influence of pipe burial depth and vehicle load on the dynamic response of buried pipe asphalt pavement structures.The conclusions are as follows:(1)The vehicle load model accurately and reliably simu-lates the dynamic response of asphalt pavement structures with buried pipes on soft soil foundations under vehicle loads.(2)Pavement structures with buried pipes are more prone to damage under repeated traffic loads.(3)Both vehicle load and pipe burial depth have significant impacts on the asphalt pavement structure.During road operation,vehicle load must be strictly controlled to prevent overloading.When buried pipelines traverse the roadbed,the burial depth should be controlled to be above 2.0 m.

关键词

车辆荷载/软土/沥青路面/动力响应

Key words

vehicle load/soft soil/asphalt pavement/dynamic response

分类

建筑与水利

引用本文复制引用

宋来福,蔡嘉煜,张顺,符洪涛..车辆作用软土地基埋管沥青路面动力响应研究[J].土木工程与管理学报,2025,42(3):16-22,30,8.

基金项目

国家自然科学基金(52378364 ()

52478357) ()

浙江省自然科学基金(LTGG23E080003) (LTGG23E080003)

土木工程与管理学报

2095-0985

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