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Publications by [Svoboda T.]
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The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
Svoboda T.
,
Masin D.
et al.
The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
Computers and Geotechnics
The convergence-confinement method (CCM) for simulating NATM tunnels using plane strain finite element method was in the paper evaluated by comparison with fully 3D simulations. Three real shallow tunnels in urban environment in different stiff clays were ...
Filed under:
Tunnel Engineering -
Primary Support Systems
Reference:
INTERNATIONAL CONFERENCE UNDERGROUND CONSTRUCTION "TRANSPORT AND CITY TUNNEL", PRAGUE 2010, S
The paper presents comparison of 2D and 3D analyses of an exploratory adit of a NATM tunnel in stiff clays using two constitutive models (hypoplastic model for clays and Mohr-Coulomb model). The stress-release factor β of 2D simulation has been optimised to ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
EURO:TUN 2009, 2nd International Conference on Computational Methods in Tunnelling Ruhr University Bochum, 9-11 September 2009