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移动荷载作用下建筑垃圾再生路面响应分析

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为研究砖混类建筑垃圾用于道路基层填筑的再生路面在移动荷载下的力学响应问题,通过室内试验对不同再生骨料掺量的再生混合料进行抗压回弹模量试验,分析再生混合料力学性能特点;利用ABAQUS有限元分析软件建立再生路面三维道路模型,分析了移动荷载下再生路面力学响应规律;并基于正交试验,就再生下基层厚度、底基层厚度及再生骨料掺量对结构力学响应影响进行敏感性分析。研究结果表明:(1)建筑垃圾再生骨料具有压碎值大、密度小、吸水率大的特点,再生混合料最佳含水率与最大干密度随再生料掺量的增多分别增大与减小,再生混合料抗压回弹模量随再生料掺量的增多呈现先增大后减小的趋势,因此将砖混类再生骨料用于基层铺筑时建议掺量在40%以下,并应严格控制再生骨料中砖混比例;(2)在移动荷载作用下,建筑垃圾再生路面动力响应具有"应变集中"与"应变交替"的现象,最大竖向应变达到381。94 με;(3)建筑垃圾再生路面下基层厚度、底基层厚度对道路性能的影响大于再生骨料掺量的影响。研究结果可为建筑垃圾再生路面结构设计提供理论依据和技术参考。
Response Analysis of Construction Waste Regenerated Pavement under Moving Load
In order to study the mechanical response of the reclaimed pavement of brick and concrete construction waste used for road base filling under moving load,laboratory tests are carried out on the compressive resilience modulus of the reclaimed mixture with different recycled aggregate content,and the mechanical properties of the reclaimed mixture are analyzed.The Abaqus finite element analysis software is used to establish a 3D road model of the reclaimed pavement,and the mechanical response of the reclaimed pavement under moving load is analyzed.Based on the orthogonal test,the sensitivity analysis of the influence of the thickness of the regenerated base layer,the thickness of the regenerated base layer and the content of reclaimed aggregate on the structural mechanical response is carried out.The results show that:(1)The reclaimed aggregate of construction waste has the characteristics of high crushing value,low density and high water absorption.The optimal water content and maximum dry density of reclaimed mixture increase and decrease respectively with the increase of recycled material content.The compressive resilience modulus of reclaimed mixture first increases and then decreases with the increase of recycled material content.It is recommended that the mixture amount should be less than 40%when the reclaimed aggregate is used for base paving,and the proportion of reclaimed aggregate should be strictly controlled.(2)Under the action of moving load,the dynamic response of construction waste reclaimed pavement has the phenomenon of"strain concentration"and"strain alternation",and the maximum vertical strain reaches 381.94 pe.(3)The influence of base thickness and subbase thickness on road performance of construction waste recycled pavement is greater than that of recycled aggregate content.The research results can provide theoretical basis and technical reference for the structural design of construction waste recycling pavement.

road engineeringroad baseconstruction wastemoving loadmechanical responseorthogonal test

杨振宇、杨三强、褚嘉怡、候月军、刘杰

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河北大学建筑工程学院 保定市 071000

北京市政建设集团有限责任公司 北京市 100000

保定市绿生环境科技有限公司 保定市 071000

道路工程 路面基层 建筑垃圾 移动荷载 力学响应 正交试验

国家自然科学基金项目河北省自然科学基金项目河北省高层次人才项目

51808016E2018201106B2017005024

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(1)
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