-
5
-
-
0032462104
-
Soil - Structure interaction in shield tunnelling in soft soil
-
Bernat S, Cambou B. Soil - structure interaction in shield tunnelling in soft soil. Computers and Geotechnics 1998; 22(3/4):221-242.
-
(1998)
Computers and Geotechnics
, vol.22
, Issue.3-4
, pp. 221-242
-
-
Bernat, S.1
Cambou, B.2
-
6
-
-
0033178387
-
Assessing a soft soil tunnelling numerical model using field data
-
Bernal S, Cambou B, Dubois P. Assessing a soft soil tunnelling numerical model using field data. Géotechnique 1999; 49:427-452.
-
(1999)
Géotechnique
, vol.49
, pp. 427-452
-
-
Bernal, S.1
Cambou, B.2
Dubois, P.3
-
8
-
-
0032685192
-
Finite element analysis of ground response due to tunnel excavation in soils
-
Fernandez G, Bauer R (eds). ASCE Geotechnical Special Publication No. 90. ASCE: New York
-
Abu-Farsakh MY, Tumay MT. Finite element analysis of ground response due to tunnel excavation in soils. In Geo-Engineering for Underground Facilities, Fernandez G, Bauer R (eds). ASCE Geotechnical Special Publication No. 90. ASCE: New York, 1999; 514-525.
-
(1999)
Geo-Engineering for Underground Facilities
, pp. 514-525
-
-
Abu-Farsakh, M.Y.1
Tumay, M.T.2
-
9
-
-
0025573891
-
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part I - Method of analysis
-
Lee KM, Rowe RK. Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: part I - method of analysis. Computers and Geotechnics 1990; 10 87-109.
-
(1990)
Computers and Geotechnics
, vol.10
, pp. 87-109
-
-
Lee, K.M.1
Rowe, R.K.2
-
10
-
-
0025573889
-
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part II - Results
-
Lee KM, Rowe RK. Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: part II - results. Computers and Geotechnics 1990; 10:111-138.
-
(1990)
Computers and Geotechnics
, vol.10
, pp. 111-138
-
-
Lee, K.M.1
Rowe, R.K.2
-
11
-
-
0025920509
-
An analysis of three-dimensional ground movements: The Thunder Bay tunnel
-
Lee KM, Rowe RK. An analysis of three-dimensional ground movements: the Thunder Bay tunnel. Canadian Geotechnical Journal 1991; 28 25-41.
-
(1991)
Canadian Geotechnical Journal
, vol.28
, pp. 25-41
-
-
Lee, K.M.1
Rowe, R.K.2
-
12
-
-
0027010176
-
Subsidence owing to tunnelling. I. Estimating the gap parameter
-
Lee KM, Rowe RK, Lo KY. Subsidence owing to tunnelling. I. Estimating the gap parameter. Canadian Geotechnical Journal 1992; 29 929-940.
-
(1992)
Canadian Geotechnical Journal
, vol.29
, pp. 929-940
-
-
Lee, K.M.1
Rowe, R.K.2
Lo, K.Y.3
-
13
-
-
0027010175
-
Subsidence owing to tunnelling. II. Evaluation of a prediction technique
-
Rowe RK, Lee KM. Subsidence owing to tunnelling. II. Evaluation of a prediction technique. Canadian Geotechnical Journal 1992; 29 941-954.
-
(1992)
Canadian Geotechnical Journal
, vol.29
, pp. 941-954
-
-
Rowe, R.K.1
Lee, K.M.2
-
14
-
-
0003416249
-
Three-dimensional numerical modelling of hydroshield tunnelling
-
Ph.D. Thesis, University of Innsbruck
-
Mansour MAM. Three-dimensional numerical modelling of hydroshield tunnelling. Ph.D. Thesis, University of Innsbruck, 1996.
-
(1996)
-
-
Mansour, M.A.M.1
-
15
-
-
0008954568
-
Numerical modelling of TBM tunnelling in consolidated clay
-
Ph.D. Thesis, University of Innsbruck
-
Abu-Krisha AAM. Numerical modelling of TBM tunnelling in consolidated clay. Ph.D. Thesis, University of Innsbruck, 1998.
-
(1998)
-
-
Abu-Krisha, A.A.M.1
-
16
-
-
0033158216
-
Three-dimensional numerical modelling for TBM tunnelling in consolidated clay
-
Swoboda G, Abu-Krisha A. Three-dimensional numerical modelling for TBM tunnelling in consolidated clay. Tunnelling and Underground Space Technology 1999; 14(3):327-333.
-
(1999)
Tunnelling and Underground Space Technology
, vol.14
, Issue.3
, pp. 327-333
-
-
Swoboda, G.1
Abu-Krisha, A.2
-
17
-
-
0036027008
-
Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension
-
Melis M, Medina L, Rodriguez JM. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension. Canadian Geotechnical Journal 2002; 39:1273-1287.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 1273-1287
-
-
Melis, M.1
Medina, L.2
Rodriguez, J.M.3
-
18
-
-
0002282690
-
Finite element modelling of excavation and advancement processes of a shield tunnelling machine
-
Komiya K, Soga K, Akagi H, Hagiwara T, Bolton MD. Finite element modelling of excavation and advancement processes of a shield tunnelling machine. Soils and Foundations 1999; 39(3):37-52.
-
(1999)
Soils and Foundations
, vol.39
, Issue.3
, pp. 37-52
-
-
Komiya, K.1
Soga, K.2
Akagi, H.3
Hagiwara, T.4
Bolton, M.D.5
-
19
-
-
0842296750
-
Three dimensional simulation of slurry shield tunnelling
-
Kusakabe O, Fujita K, Miyazaki Y (eds). Balkema: Rotterdam
-
Dias D, Kastner R, Maghazi M. Three dimensional simulation of slurry shield tunnelling. In Geotechnical Aspects of Underground Construction in Soft Ground, Kusakabe O, Fujita K, Miyazaki Y (eds). Balkema: Rotterdam, 2000;351-356.
-
(2000)
Geotechnical Aspects of Underground Construction in Soft Ground
, pp. 351-356
-
-
Dias, D.1
Kastner, R.2
Maghazi, M.3
-
20
-
-
9744255531
-
Modelling tunnelling-induced settlements of concrete buildings
-
Kastner R, Emeriault F, Dias D, Guilloux A (eds). Spécifique: Lyon
-
Dias D, Kastner R. Modelling tunnelling-induced settlements of concrete buildings. In Geotechnical Aspects of Underground Construction in Soft Ground, Kastner R, Emeriault F, Dias D, Guilloux A (eds). Spécifique: Lyon, 2002;405-410.
-
Geotechnical Aspects of Underground Construction in Soft Ground
, vol.2002
, pp. 405-410
-
-
Dias, D.1
Kastner, R.2
-
22
-
-
84969150815
-
Advanced modeling of innovative bored tunnel design of Amsterdam North/Southline
-
Hendriks MAN, Rots JG (eds). Balkema: Rotterdam
-
van Empel WHNC, Kaalberg FJ. Advanced modeling of innovative bored tunnel design of Amsterdam North/Southline. In Finite Elements in Civil Engineering Applications, Hendriks MAN, Rots JG (eds). Balkema: Rotterdam, 2002; 313-323.
-
(2002)
Finite Elements in Civil Engineering Applications
, pp. 313-323
-
-
van Empel, W.H.N.C.1
Kaalberg, F.J.2
-
23
-
-
9744282732
-
Observation of lining pressure due to shield tunneling
-
Kastner R, Emeriault F, Dias D, Guilloux A (eds). Spécifique: Lyon
-
Hashimoto T, Nagaya J, Konda T, Tamura T. Observation of lining pressure due to shield tunneling. In Geotechnical Aspects of Underground Construction in Soft Ground, Kastner R, Emeriault F, Dias D, Guilloux A (eds). Spécifique: Lyon, 2002; 119-124.
-
(2002)
Geotechnical Aspects of Underground Construction in Soft Ground
, pp. 119-124
-
-
Hashimoto, T.1
Nagaya, J.2
Konda, T.3
Tamura, T.4
-
24
-
-
0027790122
-
Observed and calculated pore pressures and deformations induced by an earth balance shield
-
Yi X, Rowe RK, Lee KM. Observed and calculated pore pressures and deformations induced by an earth balance shield. Canadian Geotechnical Journal 1993; 30:476-490.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 476-490
-
-
Yi, X.1
Rowe, R.K.2
Lee, K.M.3
-
25
-
-
0003433073
-
The finite element method in the static and dynamic deformation and consolidation of porous media
-
Wiley: Chichester
-
Lewis RW, Schrefler BA. The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media. Wiley: Chichester, 1998.
-
(1998)
-
-
Lewis, R.W.1
Schrefler, B.A.2
-
26
-
-
7444230040
-
Influence of excess pore pressures on the stability of the tunnel face
-
Saveur J (ed.). Balkema: Lisse
-
Broere W. Influence of excess pore pressures on the stability of the tunnel face. In (Re) Claiming the Underground Space, Saveur J (ed.). Balkema: Lisse, 2003; 759-765.
-
(2003)
(Re) Claiming the Underground Space
, pp. 759-765
-
-
Broere, W.1
-
27
-
-
0030239966
-
Consideration of aging of shotcrete in the context of a 3D viscoplastic material model
-
Meschke G. Consideration of aging of shotcrete in the context of a 3D viscoplastic material model. International Journal for Numerical Methods in Engineering 1996; 39:3123-3143.
-
(1996)
International Journal for Numerical Methods in Engineering
, vol.39
, pp. 3123-3143
-
-
Meschke, G.1
-
29
-
-
0026190905
-
Cam-clay plasticity. Part II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
-
Borja RI. Cam-Clay plasticity. Part II: implicit integration of constitutive equation based on a nonlinear elastic stress predictor. Computer Methods in Applied Mechanics and Engineering 1991; 88 225-240.
-
(1991)
Computer Methods in Applied Mechanics and Engineering
, vol.88
, pp. 225-240
-
-
Borja, R.I.1
-
31
-
-
0037200464
-
Finite element methods for the analysis of strong discontinuities in coupled poro-plastic media
-
Callari C, Armero F. Finite element methods for the analysis of strong discontinuities in coupled poro-plastic media. Computer Methods in Applied Mechanics and Engineering 2002; 191:4371-4400.
-
(2002)
Computer Methods in Applied Mechanics and Engineering
, vol.191
, pp. 4371-4400
-
-
Callari, C.1
Armero, F.2
-
32
-
-
0033117781
-
Three-dimensional structural analyses of the shield-driven 'Green Heart' tunnel of the high-speed line South
-
Blom CBM, van der Horst EJ, Jovanovic PS. Three-dimensional structural analyses of the shield-driven 'Green Heart' tunnel of the high-speed line South. Tunnelling and Underground Space Technology 1999; 14(2):217-224.
-
(1999)
Tunnelling and Underground Space Technology
, vol.14
, Issue.2
, pp. 217-224
-
-
Blom, C.B.M.1
van der Horst, E.J.2
Jovanovic, P.S.3
-
33
-
-
0242582223
-
Structural design of linings for bored tunnels in soft ground
-
Bakker KJ. Structural design of linings for bored tunnels in soft ground. HERON 2003; 48(1):33-63.
-
(2003)
HERON
, vol.48
, Issue.1
, pp. 33-63
-
-
Bakker, K.J.1
|