Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis: Fid-Bau Portal

Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Liu, J. / Qi, T. / Wu, Z.

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Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Liu, J. / Qi, T. / Wu, Z.

Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Liu, J. / Qi, T. / Wu, Z.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

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Dokumentinformationen

Titel:

Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Beteiligte:

Liu, J. (Autor:in) / Qi, T. (Autor:in) / Wu, Z. (Autor:in)

Erschienen in:

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY ; 28 ; 287-296

Erscheinungsdatum:

01.01.2012

Format / Umfang:

10 pages

ISSN:

0886-7798

Medientyp:

Aufsatz (Zeitschrift)

Format:

Sprache:

Englisch

Klassifikation:

DDC: 624.193

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Comparative Analysis of Schemes for Metro Station Built by Enlarging Large-Diameter Shield Tunnel

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