On discrepancies between time-dependent nonlinear 3D and 2D finite element simulations of deep tunnel advance: A numerical study on the Brenner Base Tunnel

A numerical study on a stretch of the Brenner Base Tunnel, characterized by high overburden and driven according to the New Austrian Tunneling Method, is presented. At first, a 3D time-dependent nonlinear finite element model is developed, taking into account the construction process, nonlinear mate...

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Bibliographic Details
Published in:Computers and geotechnics 2020-03, Vol.119, p.103355, Article 103355
Main Authors: Neuner, M., Schreter, M., Gamnitzer, P., Hofstetter, G.
Format: Article
Language:English
Subjects:
3D Finite element model
Calibration
Computer applications
Computer simulation
Constitutive models
Construction materials
Displacement
Finite element method
In situ measurement
Mathematical models
NATM
New Austrian Tunneling Method
New Austrian Tunnelling Method
Overburden
Pre-relaxation factor
Rock mass
Shotcrete
Sprayed concrete
Stress release
Three dimensional models
Time dependence
Tunneling
Tunnels
Two dimensional models
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Summary:A numerical study on a stretch of the Brenner Base Tunnel, characterized by high overburden and driven according to the New Austrian Tunneling Method, is presented. At first, a 3D time-dependent nonlinear finite element model is developed, taking into account the construction process, nonlinear material behavior of the surrounding rock mass, and the time-dependent nonlinear material behavior of shotcrete. Next, the prognosis capabilities of a simplified time-dependent 2D model are investigated, since in engineering practice 3D computations are often not feasible due to their computational expense. For this model, a thorough calibration of a particular stress release scheme based on the 3D model is performed, aiming at a good fit of the displacements. Hence, the remaining discrepancies of the response of the two models can be attributed to the simplifying assumptions inherent in the 2D model. The computed displacements are validated by comparison with in situ measurement data. It will be demonstrated that both the 3D model and the calibrated 2D model together with the nonlinear constitutive models allow a good correspondence of the predicted displacements with the measured ones at the tunnel site. However, striking discrepancies are observed for the predicted evolution of the stress state in the shotcrete shell.
ISSN:0266-352X
1873-7633
DOI:10.1016/j.compgeo.2019.103355