3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces

•A strong effect of the lagging distance between mechanized tunnel faces on twin tunnels excavation has been highlighted.•The tendency in the change of the bending moment and lining deformation in tunnels depending on the lagging distance are generally opposite.•The critical lagging distance between...

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Bibliographic Details
Published inEngineering structures Vol. 109; pp. 117 - 125
Main Authors Do, Ngoc-Anh, Dias, Daniel, Oreste, Pierpaolo
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.02.2016
Elsevier
Subjects
Civil Engineering
Engineering Sciences
Géotechnique
Lagging distance
Lining response
Numerical modelling
Segmental lining
Settlement
Twin tunnel
Settlement
Lagging distance
Lining response
Segmental lining
Numerical modelling
Twin tunnel
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Summary:•A strong effect of the lagging distance between mechanized tunnel faces on twin tunnels excavation has been highlighted.•The tendency in the change of the bending moment and lining deformation in tunnels depending on the lagging distance are generally opposite.•The critical lagging distance between two tunnel faces in terms of the lining stability is equal to 1LS. During the construction of twin mechanized tunnels, a large impact of lagging distance is expected due to the strong effects of external loads and also the time dependence of the tunnel behaviour along the direction of tunnelling. Most researches in the literature focused on the influence of the distance between the tunnels’ axis and their relative position. In this study, a 3D numerical investigation was carried out of the interaction between twin mechanized tunnels excavated in a horizontally parallel section. Special attention was paid to the influence of the lagging distance between the two mechanized tunnel faces. The numerical results indicated that the critical situation in terms of the lining stability occurs when the face of the following tunnel is at the same transverse section as the preceding tunnel. The tendency in the change of the bending moment and the lining deformation in the preceding tunnel and the following tunnel are generally opposite, depending on the lagging distance.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2015.11.053