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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Titel:

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

Weitere Titelangaben:

Journal of Rock Mechanics and Geotechnical Engineering

Beteiligte:

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

Erschienen in:

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

Erscheinungsdatum:

01.07.2023

ISSN:

1674-7755

DOI:

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

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Lizenzbestimmungen:

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

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

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