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Author:

Jing, Chao (Jing, Chao.) | Zhang, Jinxi (Zhang, Jinxi.) (Scholars:张金喜) | Song, Bo (Song, Bo.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The residual strain in asphalt pavement changes greatly from year to year, in different seasons and through different periods of the same day. However, the residual strain cannot be measured directly and is difficult to predict effectively. Therefore, in this article, we propose a method of monitoring residual strain data by continuously recording measurements with sensors embedded in the pavement and calculating the residual strain. Considering the various trends and dynamic characteristics of the data, a dynamic prediction model was established to precisely report the residual strain in asphalt pavement based on times-series approaches. The model is verified by analyzing predicted data recorded from Oct. 2015 to Mar. 2016 on a test road. The results indicate that the dynamic predictions of residual strain obtained using the proposed model are accurate, stable and reliable. © 2017, The Editorial Board of Journal of Basic Science and Engineering. All right reserved.

Keyword:

Forecasting Time series Predictive analytics Asphalt pavements Asphalt mixtures

Author Community:

  • [ 1 ] [Jing, Chao]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Jing, Chao]School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao; 066004, China
  • [ 3 ] [Zhang, Jinxi]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Song, Bo]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 张金喜

    [zhang, jinxi]beijing key laboratory of traffic engineering, beijing university of technology, beijing; 100124, china

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Source :

Journal of Basic Science and Engineering

ISSN: 1005-0930

Year: 2017

Issue: 6

Volume: 25

Page: 1251-1260

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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