A Framework to Assess Early Concrete Slab Cracking

A. Joshaghani, D. Zollinger
{"title":"A Framework to Assess Early Concrete Slab Cracking","authors":"A. Joshaghani, D. Zollinger","doi":"10.33593/s9rfx1st","DOIUrl":null,"url":null,"abstract":"This research was based on the findings from a field study of slab placements representing different combinations of curing conditions and placement times. One of the key objectives was to collect data with respect to slab setting characteristics as a function of the quality of curing provided for each slab. The set is referred to herein terms of a gradient that forms due to environmental effects on temperature and moisture profile variations during the initial days after placement. These profile variations effect the degree of slab support. In other words, early-age concrete temperature and moisture history is a key factor affecting the set gradient, as well as a factor in slab curling and warping behavior (corner displacement). There is also a strain profile associated with the set gradient creating a level of stress that can be related to the development of early-age cracking similar to slab curling and warping. This early-aged behavior is mostly drying shrinkage driven, and is often manifested by the separation of the slab from the substrate along the edges and the corners of the slab. This paper mainly focuses on a framework to relate early-age slab damage to the probability of slab cracking later in the performance cycle. This relationship is elaborated with respect to curing quality and its effect on the development of the set gradient as well as its role in PavementME calibration results. The PavementME developers were aware that construction weather conditions affect concrete pavement performance via the inclusion of a set gradient in the computations.","PeriodicalId":265129,"journal":{"name":"Proceedings of the 12th International Conference on Concrete Pavements","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 12th International Conference on Concrete Pavements","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33593/s9rfx1st","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

This research was based on the findings from a field study of slab placements representing different combinations of curing conditions and placement times. One of the key objectives was to collect data with respect to slab setting characteristics as a function of the quality of curing provided for each slab. The set is referred to herein terms of a gradient that forms due to environmental effects on temperature and moisture profile variations during the initial days after placement. These profile variations effect the degree of slab support. In other words, early-age concrete temperature and moisture history is a key factor affecting the set gradient, as well as a factor in slab curling and warping behavior (corner displacement). There is also a strain profile associated with the set gradient creating a level of stress that can be related to the development of early-age cracking similar to slab curling and warping. This early-aged behavior is mostly drying shrinkage driven, and is often manifested by the separation of the slab from the substrate along the edges and the corners of the slab. This paper mainly focuses on a framework to relate early-age slab damage to the probability of slab cracking later in the performance cycle. This relationship is elaborated with respect to curing quality and its effect on the development of the set gradient as well as its role in PavementME calibration results. The PavementME developers were aware that construction weather conditions affect concrete pavement performance via the inclusion of a set gradient in the computations.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
混凝土板早期开裂评估框架
这项研究是基于对代表不同固化条件和放置时间组合的板坯放置的现场研究结果。其中一个关键目标是收集关于板坯设置特性的数据,作为每个板坯提供的固化质量的函数。在本文中,该套是指在放置后最初几天内由于环境对温度和湿度剖面变化的影响而形成的梯度的术语。这些剖面的变化影响了板坯的支承程度。换句话说,早期混凝土的温度和湿度历史是影响凝结梯度的关键因素,也是影响板卷曲和翘曲行为(角位移)的因素。还存在与设置梯度相关的应变剖面,该梯度产生的应力水平可能与早期裂纹的发展有关,类似于板坯卷曲和翘曲。这种早期时效行为主要是由干燥收缩驱动的,通常表现为沿板坯边缘和边角与基材分离。本文主要关注一个框架,将早期板损伤与性能周期后期板开裂的概率联系起来。从养护质量、养护质量对集梯度发展的影响、养护质量对PavementME校准结果的影响等方面阐述了这种关系。PavementME的开发者意识到,施工天气条件会通过在计算中包含一组梯度来影响混凝土路面的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Sensitivity Analysis of FAARFIELD Rigid Airport Pavement Thickness Determination Guidance for Increasing the Use of Recycled Concrete Pavement Materials Performance Summary Of Precast Concrete Inlay Panel Trial In Ontario Validation Of A New Method For Determining The Remaining Service Life Of Rigid Pavements Impacts Of Flooding On Concrete Pavement
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1