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Study of long-termed displacements of a tunnel boring machine during its stoppage

  • Published:2019-02 Issue: Volume:84 Page:432-439
  • ISSN:0886-7798
  • Container-title:Tunnelling and Underground Space Technology
  • language:en
  • Short-container-title:Tunnelling and Underground Space Technology

Author:

Yao Yanming,Lu Nan,Yang Yunming,Cao Yuxuan,Yu Hai-Sui

Funder

International Doctoral Innovation Centre

Ningbo Education Bureau

Ningbo Science and Technology Bureau

University of Nottingham

UK Engineering and Physical Sciences Research Council

NSFC

Zhejiang Natural Science Foundation

Ningbo Natural Science Programme

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference22 articles.

1. Soil-structure interaction in shield tunnelling in soft soil;Bernat;Comput. Geotech.,1998

2. A constitutive model for the stress–strain–time behaviour of ‘wet’ clays;Borja;Geotechnique,1985

3. Time-dependent behaviour of soft soils during embankment construction–a numerical study;Brinkgreve;Proc. NUMOG,2004

4. Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure;Chehade;Tunn. Undergr. Space Technol.,2008

5. Measured soil response to EPB shield tunneling;Clough;J. Geotech. Eng.,1983

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