Ground movement induced by parallel EPB tunnels in silty soils

[1]  R. Peck Deep excavations and tunnelling in soft ground , 1969 .

[2]  B. M. New,et al.  SETTLEMENTS ABOVE TUNNELS IN THE UNITED KINGDOM - THEIR MAGNITUDE AND PREDICTION , 1982 .

[3]  Robert J. Mair,et al.  Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station , 1994 .

[4]  A P Deane,et al.  THE HEATHROW EXPRESS TRIAL TUNNEL. , 1995 .

[5]  D M Hiller,et al.  GROUND MOVEMENT OVER THREE YEARS AT THE HEATHROW EXPRESS RAIL TUNNEL , 1996 .

[6]  Alexander M. Puzrin,et al.  The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction , 1997 .

[7]  David M. Potts,et al.  A numerical study of the effect of groundwater movement on long-term tunnel behaviour , 2002 .

[8]  C.R.I. Clayton,et al.  Displacements ahead of an advancing NATM tunnel in the London clay , 2003 .

[9]  Junsheng Yang,et al.  MODELING OF TUNNELING-INDUCED GROUND SURFACE MOVEMENTS USING STOCHASTIC MEDIUM THEORY , 2004 .

[10]  D. Potts,et al.  The influence of soil anisotropy and K0 on ground surface movements resulting from tunnel excavation , 2005 .

[11]  C.R.I. Clayton,et al.  Monitoring and displacements at Heathrow Express Terminal 4 station tunnels , 2006 .

[12]  Adam Bezuijen,et al.  Pore pressures in front of tunnel, measurements, calculations and consequences for stability of tunnel face , 2006, Modern Tunneling Science and Technology.

[13]  Jian-Hua Hu,et al.  Study on the Deformation and Safety in the Process of Shallow Buried Tunnel Construction , 2009, 2009 International Conference on Engineering Computation.