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Settlement prediction of the Hong Kong-Zhuhai-Macau Bridge tunnel under the effect of typhoon
He, S. Y.1; Yan, Y.2; Zhou, W. H.1
2024
Source PublicationGeotechnical Aspects of Underground Construction in Soft Ground
PublisherCRC Press, Taylor & Francis Group
Pages273-278
Abstract

Settlement monitoring and prediction are among the most concerning problems for an immersed tunnel. However, settlement monitoring usually relies on manual surveys with low frequency, while the settlement prediction for the entire tunnel is usually based on the assumption of an elastic foundation. Therefore, determining the impact of short-term events on the settlement of an immersed tunnel is difficult. This paper combines a physics- informed machine learning algorithm with the Kelvin-Voigt model, introducing a retardation time factor to express the delayed response to an applied force. This framework is further used in the Hong Kong-Zhuhai-Macau Bridge tunnel, and the effect of an extreme water level caused by a typhoon on this tunnel is analyzed.

DOI10.1201/9781003413790-32
URLView the original
Language英語English
ISBN978-103253812-9; 978-100341379-0
Scopus ID2-s2.0-85202426607
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Citation statistics
Document TypeBook chapter
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering, University of Macau, Macau, China
2.Hong Kong-Zhuhai-Macao Bridge Authority, Zhuhai, China
First Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
He, S. Y.,Yan, Y.,Zhou, W. H.. Settlement prediction of the Hong Kong-Zhuhai-Macau Bridge tunnel under the effect of typhoon[M]. Geotechnical Aspects of Underground Construction in Soft Ground:CRC Press, Taylor & Francis Group, 2024, 273-278.
APA He, S. Y.., Yan, Y.., & Zhou, W. H. (2024). Settlement prediction of the Hong Kong-Zhuhai-Macau Bridge tunnel under the effect of typhoon. Geotechnical Aspects of Underground Construction in Soft Ground, 273-278.
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