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Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory

Zeng, Bin

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Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory

Zeng, Bin

Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory

Zeng, Bin

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

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Titel:

Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory

Beteiligte:

Zeng, Bin (Autor:in) / Huang, Da

Erschienen in:

Tunnelling and underground space technology ; 60

Erscheinungsdatum:

2016

ISSN:

0886-7798

DOI:

https://doi.org/10.1016/j.tust.2016.09.001

Medientyp:

Aufsatz (Zeitschrift)

Format:

Sprache:

Englisch

Klassifikation:

BKL: 56.22 Unterirdisches Bauen, Tunnelbau

Zeng, Bin / Huang, Da | British Library Online Contents | 2016

Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory

Zeng, Bin / Huang, Da | British Library Online Contents | 2016

Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling

Zeng, Bin | Online Contents | 2017

Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling

Huang, Da / Zeng, Bin | ASCE | 2017

Ground Deformation Rule Induced by Shield Tunneling Construction

Wei, X.J. / Zhou, Y. / Wei, G. et al. | British Library Conference Proceedings | 2011

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