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Innovative approaches for predicting seismic stability of circular and rectangular tunnels in cohesive-frictional soils using machine learning and finite element limit analysis

Crossref DOI link: https://doi.org/10.1007/s40808-024-02080-6

Published Online: 2024-06-28

Published Print: 2024-08

Update policy: https://doi.org/10.1007/springer_crossmark_policy

Authors

Tran, Duy Tan

Kumar, Divesh Ranjan

Keawsawasvong, Suraparb https://orcid.org/0000-0002-1760-9838
Wipulanusat, Warit

Jamsawang, Pitthaya
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Text and Data Mining valid from 2024-06-28

Version of Record valid from 2024-06-28
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Article History

Received: 19 April 2024

Accepted: 20 June 2024

First Online: 28 June 2024

Declarations

:

: This article does not contain any studies with human participants or animals performed by any of the authors.

: The authors declare that they have no conflict of interest with this work. We declare that there are no commercial or associative interests that represent a conflict of interest in connection with the work submitted.

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