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Author:

Yao, Hui (Yao, Hui.) | Zhao, Shibo (Zhao, Shibo.) | Gao, Zhiwei (Gao, Zhiwei.) | Xue, Zhongjun (Xue, Zhongjun.) | Song, Bo (Song, Bo.) | Li, Feng (Li, Feng.) | Li, Ji (Li, Ji.) | Liu, Yue (Liu, Yue.) | Hou, Yue (Hou, Yue.) | Wang, Linbing (Wang, Linbing.)

Indexed by:

Scopus SCIE

Abstract:

The service quality of the subbase may affect the overall road performance during its service life. Thus, monitoring and prediction of subbase strain development are of great importance for civil engineers. In this paper, a method based on the time-series augmentation was employed to predict the subbase strain development. The time-series generative adversarial network (TimeGAN) model was implemented to perform the augmentation of time-series data based on the original monitored data. The augmented data was trained through deep learning network to learn the feature correlation of the subbase strain. The effectiveness of TimeGAN on the prediction accuracy was evaluated through the Attention-Sequence to Sequence (Attention-Seq2seq) model, and temporal convolution network-adaptively parametric rectifier linear units (TCN-APReLU) model. Results indicated that the TimeGAN network could capture sufficient information from the time-series monitored data of subbase strain development so that the corresponding augmented data matches well with the original data, which improves the prediction accuracy. It is also discovered that the combination of TimeGAN and TCN-APReLU appropriately predict the subbase strain development based on the original monitored data.

Keyword:

Deep analysis Data augmentation Intelligent analysis Subbase strain development Model interpretability

Author Community:

  • [ 1 ] [Yao, Hui]Beijing Univ Technol, Beijing Key Lab Traff Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 2 ] [Zhao, Shibo]Beijing Univ Technol, Beijing Key Lab Traff Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 3 ] [Hou, Yue]Beijing Univ Technol, Beijing Key Lab Traff Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 4 ] [Gao, Zhiwei]Univ Glasgow, James Watt Sch Engn, Glasgow G12 8QQ, Scotland
  • [ 5 ] [Xue, Zhongjun]Beijing Rd Engn Qual Supervis Stn, Beijing Key Lab Rd Mat & Testing Technol, Beijing, Peoples R China
  • [ 6 ] [Song, Bo]Beijing Rd Engn Qual Supervis Stn, Beijing Key Lab Rd Mat & Testing Technol, Beijing, Peoples R China
  • [ 7 ] [Li, Feng]Beihang Univ, Sch Transportat Sci & Engn, 9 Nansan St, Beijing 102206, Peoples R China
  • [ 8 ] [Li, Ji]Swansea Univ, Fac Sci & Engn, Dept Civil Engn, Swansea, Wales
  • [ 9 ] [Hou, Yue]Swansea Univ, Fac Sci & Engn, Dept Civil Engn, Swansea, Wales
  • [ 10 ] [Liu, Yue]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, 30 Xueyuan Rd, Beijing 100083, Peoples R China
  • [ 11 ] [Wang, Linbing]Univ Georgia, Sch Environm Civil Mech & Agr Engn, Athens, GA 30602 USA

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Source :

TRANSPORTATION GEOTECHNICS

ISSN: 2214-3912

Year: 2023

Volume: 40

5 . 3 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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