Performance improvement model of cement pavement in seasonal-frost regions

To effectively evaluate the performance improvement of cement pavement in seasonal frost regions, the typical diseases of cement concrete pavements in seasonal frost regions are proposed through the analysis of measured data, and the influence factors of pavement performance mutation value in season...

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Main Authors: Zhao Qianqian, Fu Qiang, Zhang Hetong, Wang Jianwu
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2022-05-01
Series:Magazine of Civil Engineering
Subjects:
Online Access:http://engstroy.spbstu.ru/article/2022.111.08/
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author Zhao Qianqian
Fu Qiang
Zhang Hetong
Wang Jianwu
author_facet Zhao Qianqian
Fu Qiang
Zhang Hetong
Wang Jianwu
author_sort Zhao Qianqian
collection DOAJ
description To effectively evaluate the performance improvement of cement pavement in seasonal frost regions, the typical diseases of cement concrete pavements in seasonal frost regions are proposed through the analysis of measured data, and the influence factors of pavement performance mutation value in seasonal frost regions is determined, the application conditions of the model are obtained by the response surface test method; the road performance improvement model is established by the regression analysis method, and the goodness of fit and significance state of the model were tested, and the validity of the model was verified by comparing with the evaluation results of the existing model. The results show that: broken slabs, staggered platforms, cracks, exposed aggregates, broken corners and potholes are typical diseases of cement concrete pavement in seasonal frost regions; the mutation value of pavement performance is most sensitive to the impact of road damage index, running quality index and anti-skid performance index before pre-maintenance, which under pre-curing conditions. The evaluation effect of the model for improving the performance of cement concrete pavement in seasonal frost regions is good, and the interpretable part of the improvement of pavement performance by the model is 99.2%; the fit of the improved evaluation value and the measured value is 0.991, and the model high fit. The evaluation effect of the proposed model is better than the existing model, and the determination of the model is of great significance to the pre-maintenance of cement concrete pavement.
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spelling doaj.art-6540e59fd3b047e9918c44f477472be12022-12-22T00:32:45ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722022-05-011110310.34910/MCE.111.820714726Performance improvement model of cement pavement in seasonal-frost regionsZhao Qianqian0https://orcid.org/0000-0002-0209-4181Fu Qiang1https://orcid.org/0000-0003-4100-2777Zhang Hetong2https://orcid.org/0000-0002-0414-9051Wang Jianwu3https://orcid.org/0000-0002-5953-8919Northeast Agricultural UniversityNortheast Agricultural UniversityChina Communications First Public Bureau Highway Survey and Design Institute Co., Ltd.Harbin Dongan Automobile Engine Manufacturing Co.,Ltd.To effectively evaluate the performance improvement of cement pavement in seasonal frost regions, the typical diseases of cement concrete pavements in seasonal frost regions are proposed through the analysis of measured data, and the influence factors of pavement performance mutation value in seasonal frost regions is determined, the application conditions of the model are obtained by the response surface test method; the road performance improvement model is established by the regression analysis method, and the goodness of fit and significance state of the model were tested, and the validity of the model was verified by comparing with the evaluation results of the existing model. The results show that: broken slabs, staggered platforms, cracks, exposed aggregates, broken corners and potholes are typical diseases of cement concrete pavement in seasonal frost regions; the mutation value of pavement performance is most sensitive to the impact of road damage index, running quality index and anti-skid performance index before pre-maintenance, which under pre-curing conditions. The evaluation effect of the model for improving the performance of cement concrete pavement in seasonal frost regions is good, and the interpretable part of the improvement of pavement performance by the model is 99.2%; the fit of the improved evaluation value and the measured value is 0.991, and the model high fit. The evaluation effect of the proposed model is better than the existing model, and the determination of the model is of great significance to the pre-maintenance of cement concrete pavement.http://engstroy.spbstu.ru/article/2022.111.08/concretepavement managementnumerical modelregression analysismaintenance strategy
spellingShingle Zhao Qianqian
Fu Qiang
Zhang Hetong
Wang Jianwu
Performance improvement model of cement pavement in seasonal-frost regions
Magazine of Civil Engineering
concrete
pavement management
numerical model
regression analysis
maintenance strategy
title Performance improvement model of cement pavement in seasonal-frost regions
title_full Performance improvement model of cement pavement in seasonal-frost regions
title_fullStr Performance improvement model of cement pavement in seasonal-frost regions
title_full_unstemmed Performance improvement model of cement pavement in seasonal-frost regions
title_short Performance improvement model of cement pavement in seasonal-frost regions
title_sort performance improvement model of cement pavement in seasonal frost regions
topic concrete
pavement management
numerical model
regression analysis
maintenance strategy
url http://engstroy.spbstu.ru/article/2022.111.08/
work_keys_str_mv AT zhaoqianqian performanceimprovementmodelofcementpavementinseasonalfrostregions
AT fuqiang performanceimprovementmodelofcementpavementinseasonalfrostregions
AT zhanghetong performanceimprovementmodelofcementpavementinseasonalfrostregions
AT wangjianwu performanceimprovementmodelofcementpavementinseasonalfrostregions