内蒙古科技大学学报2024,Vol.43Issue(3) :301-306.DOI:10.16559/j.cnki.2095-2295.2024.03.018

固废基半刚性路面动力响应研究

Study on dynamic response of semi-rigid pavement based on solid waste utilization

高建红 祁帅 王智 许有俊 张旭
内蒙古科技大学学报2024,Vol.43Issue(3) :301-306.DOI:10.16559/j.cnki.2095-2295.2024.03.018

固废基半刚性路面动力响应研究

Study on dynamic response of semi-rigid pavement based on solid waste utilization

高建红 1祁帅 2王智 1许有俊 1张旭1
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作者信息

  • 1. 内蒙古科技大学土木工程学院,内蒙古包头 014010
  • 2. 内蒙古交通投资集团公司110 国道项目部,内蒙古包头 014010
  • 折叠

摘要

为了探究固废基半刚性基层沥青路面的路用性能,以110 国道包头北绕城段公路为依托,建立了基于实测参数的半刚性路面结构3D有限元模型,对其在波动荷载作用下的力学响应进行了分析,并将有限元模拟结果与容许数据进行了对比分析.结果表明:基于固废利用的半刚性路面,其结构层在波动荷载下的应力、应变远小于材料容许值,满足规范基本要求.研究结果可为同类路面的材料配比、结构组合、参数实测提供理论依据,促进固废材料的广泛应用.

Abstract

In order to investigate the road performance of semi-rigid base asphalt pavement based on solid waste,a three-dimensional finite element model of semi-rigid pavement structure based on measured parameters was established on the basis of the North Ring Road of Baotou China National Highway 110.Its mechanical response under the action of wave load was analyzed.The results of finite element simulation were compared with the allowable values.The results show that the stress and strain of the structure layer of semi-rigid pavement under fluctuating load are far less than the allowable value of the material.All the design indexes specified in the code meet the requirements.The mechanical properties of this kind of pavement are good and there is enough safety reserve.The research results can provide a theoretical basis for the material ratio,structure combination and parameter measurement of the same kind of pave-ment,and promote the wide application of solid waste materials.

关键词

固废利用/半刚性路面/动力响应/有限元

Key words

reuse of solid waste/remi-rigid pavement/dynamic response/finite element

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基金项目

国家自然科学地区科学基金项目(52168060)

出版年

2024
内蒙古科技大学学报
内蒙古科技大学

内蒙古科技大学学报

影响因子:0.247
ISSN:2095-2295
参考文献量7
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