Eulerian finite element model for stability analysis of circular tunnels in undrained clay

[1]  Wei Wu,et al.  Face stability of shallow tunnels in partially saturated soil: centrifuge testing and numerical analysis , 2015 .

[2]  K. Soga,et al.  Large deformation finite-element modelling of progressive failure leading to spread in sensitive clay slopes , 2015 .

[3]  Jürgen Grabe,et al.  Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay , 2012 .

[4]  W. WilsonDaniel,et al.  Undrained stability of a circular tunnel where the shear strength increases linearly with depth , 2011 .

[5]  J. Wells,et al.  Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH) , 2011 .

[6]  Yangjun Chen,et al.  Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method , 2011 .

[7]  A. S. Osman,et al.  On the kinematics of 2D tunnel collapse in undrained clay , 2006 .

[8]  D. Benson,et al.  Contact in a multi-material Eulerian finite element formulation , 2004 .

[9]  Annamaria Cividini,et al.  A Physical and Numerical Investigation on the Stability of Shallow Tunnels in Strain Softening Media , 2004 .

[10]  Charles E. Augarde,et al.  Stability of an undrained plane strain heading revisited. , 2003 .

[11]  Georg Anagnostou,et al.  Face stability conditions with earth-pressure-balanced shields , 1996 .

[12]  P. Chambon,et al.  Shallow tunnels in cohesionless soil : stability of tunnel face , 1994 .

[13]  Robert J. Mair,et al.  SUBSURFACE SETTLEMENT PROFILES ABOVE TUNNELS IN CLAYS , 1993 .

[14]  D. Benson Computational methods in Lagrangian and Eulerian hydrocodes , 1992 .

[15]  E. Leca,et al.  Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material , 1990 .

[16]  E. Davis,et al.  The stability of shallow tunnels and underground openings in cohesive material , 1980 .

[17]  Robert J. Mair,et al.  Centrifugal modelling of tunnel construction in soft clay , 1980 .

[18]  David M. Potts,et al.  Stability of a shallow circular tunnel in cohesionless soil , 1977 .

[19]  Jürgen Grabe,et al.  Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations , 2011 .

[20]  Zixin Zhang,et al.  A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils , 2011 .

[21]  Ansgar Kirsch,et al.  EXPERIMENTAL INVESTIGATION OF FACE STABILITY OF SHALLOW TUNNELS IN , 2009 .

[22]  Pieter A. Vermeer,et al.  Tunnel Heading Stability in Drained Ground , 2002 .