Development of Performance Prediction Models for Gravel Roads Using Markov Chains

Waleed Aleadelat, S. Wulff, K. Ksaibati
{"title":"Development of Performance Prediction Models for Gravel Roads Using Markov Chains","authors":"Waleed Aleadelat, S. Wulff, K. Ksaibati","doi":"10.11648/J.AJCE.20190703.12","DOIUrl":null,"url":null,"abstract":"The Wyoming technology Transfer Center (WYT2/ LTAP) is currently in the process of developing a Gravel Roads Management System (GRMS) in Wyoming. One of the major components of this new GRMS is developing a comprehensive optimization methodology for Maintenance and Rehabilitant (M&R) activities. To support the new optimization methodology, this research study established multiple performance models to predict the deterioration patterns of gravel roads in Wyoming. Condition data, in addition to the average deterioration rates, for approximately 1931km (1200 miles) of gravel road segments were used to develop these models. A probabilistic modeling approach using Markov Chains (MC) was adopted in this study to establish these prediction models. The developed prediction equations obtained from fitting these models include all the possible deterioration modes of gravel roads such as potholes, washboards, loose aggregate, and rutting. Generally, it was found that the average service life of a gravel road is around 12 months without any maintenance intervention. In addition, potholes, rutting, and washboards are the main failure modes for these types of roads.","PeriodicalId":7606,"journal":{"name":"American Journal of Civil Engineering","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-07-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"American Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11648/J.AJCE.20190703.12","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 6

Abstract

The Wyoming technology Transfer Center (WYT2/ LTAP) is currently in the process of developing a Gravel Roads Management System (GRMS) in Wyoming. One of the major components of this new GRMS is developing a comprehensive optimization methodology for Maintenance and Rehabilitant (M&R) activities. To support the new optimization methodology, this research study established multiple performance models to predict the deterioration patterns of gravel roads in Wyoming. Condition data, in addition to the average deterioration rates, for approximately 1931km (1200 miles) of gravel road segments were used to develop these models. A probabilistic modeling approach using Markov Chains (MC) was adopted in this study to establish these prediction models. The developed prediction equations obtained from fitting these models include all the possible deterioration modes of gravel roads such as potholes, washboards, loose aggregate, and rutting. Generally, it was found that the average service life of a gravel road is around 12 months without any maintenance intervention. In addition, potholes, rutting, and washboards are the main failure modes for these types of roads.
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
基于马尔可夫链的碎石路面性能预测模型的建立
怀俄明州技术转移中心(WYT2/ LTAP)目前正在怀俄明州开发砾石道路管理系统(GRMS)。这一新GRMS的主要组成部分之一是开发维护和修复(M&R)活动的综合优化方法。为了支持新的优化方法,本研究建立了多个性能模型来预测怀俄明州砾石道路的劣化模式。除了平均劣化率外,研究人员还使用了大约1931公里(1200英里)碎石路段的路况数据来开发这些模型。本研究采用马尔可夫链(MC)的概率建模方法来建立这些预测模型。通过对这些模型的拟合得到的预测方程包含了砂砾路面所有可能的劣化模式,如坑槽、搓板、松散骨料和车辙等。一般情况下,砾石路面在没有任何养护干预的情况下,平均使用寿命在12个月左右。此外,坑洼、车辙和搓板是这类道路的主要失效模式。
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
Conformance and Performance Evaluation of Land Use Plan of Yirba Town Performance of Simplified Damage-Based Concrete Models in Seismic Applications Pavement Service Life Prediction with PLAXIS 3D in Bangladesh Surface-Modified Nanoclays for Enhancing Resistance to Moisture Damage in Hot Mix Asphalt Structural Performance Evaluation of Diversion Weir Structure: Case Study of Basaka Small Scale Irrigation Scheme, Oromia, Ethiopia
×
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