Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels: Fid-Bau Portal

Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels

Sun, Weixin / Han, Fucheng / Liu, Hanlong / Zhang, Wengang / Zhang, Yanmei / Su, Weijia / Liu, Songlin

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Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels

Sun, Weixin / Han, Fucheng / Liu, Hanlong / Zhang, Wengang / Zhang, Yanmei / Su, Weijia / Liu, Songlin

Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels

Sun, Weixin / Han, Fucheng / Liu, Hanlong / Zhang, Wengang / Zhang, Yanmei / Su, Weijia / Liu, Songlin

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Document information

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Title:

Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels

Additional title:

Journal of Rock Mechanics and Geotechnical Engineering

Contributors:

Sun, Weixin (author) / Han, Fucheng (author) / Liu, Hanlong (author) / Zhang, Wengang (author) / Zhang, Yanmei (author) / Su, Weijia (author) / Liu, Songlin (author)

Published in:

Journal of Rock Mechanics and Geotechnical Engineering ; 15 ; 1671-1686

Publication date:

2023-07-01

ISSN:

1674-7755

DOI:

https://doi.org/10.1016/j.jrmge.2022.09.006

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Licence:

http://creativecommons.org/licenses/by-nc-nd/4.0/

Weixin Sun / Fucheng Han / Hanlong Liu et al. | DOAJ | 2023

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