Undrained stability of dual square tunnels
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Scott W. Sloan | Andrei V. Lyamin | Andrew J. Abbo | Daniel W. Wilson | S. Sloan | A. Lyamin | A. Abbo | D. Wilson
[1] Scott W. Sloan,et al. Undrained stability of wide rectangular tunnels , 2013 .
[2] H. -B. Mühlhaus. Lower bound solutions for circular tunnels in two and three dimensions , 1985 .
[3] E. Davis,et al. The stability of shallow tunnels and underground openings in cohesive material , 1980 .
[4] A. S. Osman,et al. Stability of unlined twin tunnels in undrained clay , 2010 .
[5] Magued Iskander,et al. Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models , 2011 .
[6] M. Gunn,et al. Collapse analysis for two parallel circular tunnels with different diameters in soil , 2004 .
[7] Scott W. Sloan,et al. Upper bound limit analysis using finite elements and linear programming , 1989 .
[8] Scott W. Sloan,et al. Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading , 2011 .
[9] S. Sloan,et al. Limit analysis of shallow tunnels in cohesive frictional soils , 2006 .
[10] S. Sloan,et al. Formulation and solution of some plasticity problems as conic programs , 2007 .
[11] W. WilsonDaniel,et al. Undrained stability of a circular tunnel where the shear strength increases linearly with depth , 2011 .
[12] Scott W. Sloan,et al. Lower bound limit analysis using finite elements and linear programming , 1988 .
[13] Jamshid Ghaboussi,et al. Interaction between two parallel tunnels , 1977 .
[14] Chung-Jung Lee,et al. Ground movements and collapse mechanisms induced by tunneling in clayey soil , 2003 .
[15] E. Leca,et al. Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material , 1990 .
[16] Huei-Tsyr Chen,et al. Tunnel stability and arching effects during tunneling in soft clayey soil , 2006 .
[17] Scott W. Sloan,et al. Collapse Analysis of Square Tunnels in Cohesive–Frictional Soils , 2001 .
[18] Robert J. Mair,et al. Centrifugal modelling of tunnel construction in soft clay , 1980 .
[19] Herbert H. Einstein,et al. Describing settlement troughs over twin tunnels using a superposition technique , 2007 .
[20] Scott W. Sloan,et al. Lower bound limit analysis using non‐linear programming , 2002 .
[21] A. S. Osman,et al. On the kinematics of 2D tunnel collapse in undrained clay , 2006 .
[22] S. Sloan,et al. Undrained Stability of Shallow Square Tunnel , 1991 .
[23] F. Yang,et al. Stability of Shallow Tunnel Using Rigid Blocks and Finite-Element Upper Bound Solutions , 2010 .
[24] Scott W. Sloan,et al. Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading , 2011 .
[25] Robert Hooke,et al. `` Direct Search'' Solution of Numerical and Statistical Problems , 1961, JACM.
[26] Wai-Fah Chen. Limit Analysis and Soil Plasticity , 1975 .
[27] Charles E. Augarde,et al. Stability of an undrained plane strain heading revisited. , 2003 .
[28] S. Sloan,et al. Undrained stability of a plane strain heading , 1994 .
[29] Scott W. Sloan,et al. A new discontinuous upper bound limit analysis formulation , 2005 .
[30] Scott W. Sloan,et al. Upper bound limit analysis using linear finite elements and non‐linear programming , 2001 .
[32] A. S. Osman,et al. 2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields , 2007 .
[33] Scott W. Sloan,et al. UNDRAINED STABILITY OF A SQUARE TUNNEL IN A SOIL WHOSE STRENGTH INCREASES LINEARLY WITH DEPTH , 1991 .
[34] Scott W. Sloan,et al. Undrained Stability of Dual Circular Tunnels , 2014 .