1 |
Chen, W.F. (1975), Limit Analysis and Soil Plasticity, Elsevier Science, Amsterdam, Netherlands.
|
2 |
Fraldi, M. and Guarracino, F. (2009), "Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion", Int. J. Rock Mech. Min. Sci., 46(4), 665-673.
DOI
|
3 |
Fraldi, M. and Guarracino, F. (2010), "Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections", Int. J. Solids Struct., 47(2), 216-223.
DOI
|
4 |
Fraldi, M. and Guarracino, F. (2011), "Evaluation of impending collapse in circular tunnels by analytical and numerical approaches", Tunn. Undergr. Sp. Tech., 26(4), 507-516.
DOI
|
5 |
Fraldi, M. and Guarracino, F. (2012), "Limit analysis of progressive tunnel failure of tunnels in Hoek-Brown rock masses", Int. J. Rock Mech. Min. Sci., 50(2), 170-173.
DOI
|
6 |
Hoek, E. and Brown, E.T. (1997), "Practical estimate the rock mass strength", Int. J. Rock Mech. Min. Sci., 34(8), 1165-1186.
DOI
|
7 |
Huang, F. and Yang, X.L. (2011), "Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek-Brown failure criterion", Tunn. Undergr. Sp. Tech., 26(5), 614-618.
DOI
|
8 |
Osman, A.S., Mair, R.J. and Bolton, M.D. (2006), "On the kinematics of 2D tunnel collapse in undrained clay", Geotechnique, 56(9), 585-595.
DOI
|
9 |
Yamamoto, K., Lyamin, A.V., Wilson, D.W., Sloan, S.W. and Abbo, A.J. (2011), "Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading", Comput. Geotech., 38(4), 504-514.
DOI
|
10 |
Yang, X.L. and Huang, F. (2011), "Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion", Tunn. Undergr. Sp. Tech., 26(6), 686-691.
DOI
|
11 |
Yang, X.L. and Huang, F. (2013), "Three-dimensional failure mechanism of a rectangular cavity in a Hoek-Brown rock medium", Int. J. Rock Mech. Min. Sci., 61(2), 189-195.
|