Three-dimensional modelling of tunnel excavation and lining
作者： G Galli , A Grimaldi , A Leonardi
DOI: 10.1016/J.COMPGEO.2004.02.003
关键词: Excavation 、 Constitutive equation 、 Deformation (mechanics) 、 Dimensional modeling 、 Finite element method 、 Soil properties 、 Engineering 、 Stress distribution 、 Geotechnical engineering
摘要: … stability of the excavation front, loads and stresses in the lining. A great variety of excavation … ], which investigates K 0 -influence both on the initial deformation and on the lining stresses. …
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A Schmid, W Mertz, G Swoboda, THREE DIMENSIONAL NUMERICAL MODELS TO SIMULATE TUNNEL EXCAVATION. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDIGNS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD IN NIAGARA FALLS, CANADA, 8-11 MAY 1989 Publication of: Elsevier Applied Science Publishers Limited. ,(1989)
S. Kielbassa, H. Duddeck, Stress-strain fields at the tunnelling face—Three-dimensional analysis for two-dimensional technical approach Rock Mechanics and Rock Engineering. ,vol. 24, pp. 115- 132 ,(1991) , 10.1007/BF01042857
G. Swoboda, A. Abu-Krisha, Three-dimensional numerical modelling for TBM tunnelling in consolidated clay Tunnelling and Underground Space Technology. ,vol. 14, pp. 327- 333 ,(1999) , 10.1016/S0886-7798(99)00047-4
R. Pöttler, Three-dimensional modelling of junctions at the Channel Tunnel project International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 16, pp. 683- 695 ,(1992) , 10.1002/NAG.1610160906
G. Gioda, G. Swoboda, Developments and applications of the numerical analysis of tunnels in continuous media International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 23, pp. 1393- 1405 ,(1999) , 10.1002/(SICI)1096-9853(199911)23:13<1393::AID-NAG933>3.0.CO;2-Z
F. Emeriault, R. Kastner, Geotechnical Aspects of Underground Construction in Soft Ground ,(2002)
C Callari, The application of a strong-discontinuity FEM to the analysis of strain localization induced by underground openings Taylor & Francis. pp. 163- 170 ,(2002) , 10.1201/9781439833797-C24
G. Swoboda, O. Zieger, H. Wagner, W. Mertz, H. Geisler, Practical and theoretical aspects of the three-dimensional analysis of finally lined intersections International conference on numerical methods in geomechanics. pp. 1175- 1183 ,(1985)
B. Pierau, Tunnel design with respect to the three-dimensional state of stresses and displacements around the temporary face Numerical methods in geomechanics. International conference on numerical methods in geomechanics. 4. pp. 1221- 1231 ,(1982)
Charles Wang Wai Ng, D.K.W. Tang, K.M. Lee, Stress Paths Around a 3-D Numerically Simulated NATM Tunnel in Stiff Clay Geotechnical Aspects of Underground Construction in Soft Ground. pp. 443- ,(2000)