Collapse mechanism of tunnel roof considering joined influences of nonlinearity and non-associated flow rule |
Yang, X.L.
(School of Civil Engineering, Central South University)
Xu, J.S. (School of Civil Engineering, Central South University) Li, Y.X. (School of Civil Engineering, Central South University) Yan, R.M. (School of Civil Engineering, Central South University) |
1 | Agar, J.G., Morgenstern, N.R. and Scott, J. (1985), "Shear strength and stress-strain behavior of Athabasca oil sand at elevated temperatures and pressure", Can. Geotech. J., 24(1), 1-10. |
2 | Anyaegbunam, A.J. (2015), "Nonlinear power-type failure laws for geomaterials: Synthesis from triaxial data, properties, and applications", Int. J. Geomech., ASCE, 15(1), 04014036. DOI |
3 | Atkinson, J.H. and Potts, D.M. (1977), "Stability of a shallow circular tunnel in cohesionless soil", Geotechnique, 27(2), 203-215. DOI |
4 | Baker, R. (2004), "Nonlinear Mohr envelopes based on triaxial data", J. Geotech. Geoenviron. Eng., ASCE, 130(5), 498-506. DOI |
5 | Chaaba, A., Bousshine, L. and De Saxce, G. (2010), "Kinematic limit analysis of nonassociated perfectly plastic material by the bipotential approach and finite element method", J. Appl. Mech. Transact. ASME, 77(3), 31016. DOI |
6 | Chen, W.F. (1975), Limit Analysis and Soil Plasticity, Elsevier Science, Amsterdam, The Netherlands. |
7 | Davis, E.H., Dunn, M.J., Mair, R.J. and Seneviratine, H.N. (1980), "The stability of shallow tunnels and underground openings in cohesive material", Geotechnique, 30(4), 397-416. DOI |
8 | Drescher, A. and Detournay, E. (1993), "Limit load in translational failure mechanisms for associative and non-associative materials", Geotechnique, 43(3), 443-456. DOI |
9 | 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 |
10 | Fraldi, M. and Guarracino, F. (2010), "Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections", Int. J. Solid. Struct., 47(2), 216-223. DOI |
11 | Fraldi, M. and Guarracino, F. (2011), "Evaluation of impending collapse in circular tunnels by analytical and numerical approaches", Tunn. Undergr. Space Technol., 26(4), 507-516. DOI |
12 | 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, 170-173. DOI |
13 | Kumar, J. (2004), "Stability factors for slopes with nonassociated flow rule using energy consideration", Int. J. Geomech., ASCE, 4(4), 264-272. DOI |
14 | Soubra, A.H. (2000), "Three-dimensional face stability analysis of shallow circular tunnels", Proceedings of International Conference on Geotechnical and Geological Engineering, Melbourne, Australia, November, pp. 19-24. |
15 | Leca, E. and Dormieux, L. (1990), "Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material", Geotechnique, 40(4), 581-606. DOI |
16 | Mollon, G., Dias, D. and Soubra, A.H. (2009), "Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology", J. Geotech. Geoenviron. Eng., 135(9), 1314-1325. DOI |
17 | Saada, Z., Maghous, S. and Garnier, D. (2012), "Stability analysis of rock slopes subjected to seepage forces using the modified Hoek-Brown criterion", Int. J. Rock Mech. Min. Sci., 55(1), 45-54. |
18 | Soubra, A.H. (2002), "Kinematical approach to the face stability analysis of shallow circular tunnels", Proceedings of the 8th International Symposium on Plasticity, British Columbia, Canada, July, pp. 443-445. |
19 | Soubra, A.H., Dias, D., Emeriault, F. and Kastner, R. (2008), "Three-dimensional face stability analysis of circular tunnels by a kinematical approach", Proceedings of the GeoCongress, Characterization, Monitoring, and Modelling of Geosystems, New Orleans, LA, USA, March, pp. 9-12. |
20 | Veiskarami, M. and Kumar, J. and Valikhah, F. (2014), "Effect of the flow rule on the bearing capacity of strip foundations on sand by the upper-bound limit analysis and slip lines", Int. J. Geomech., ASCE, 14(3), 613-624. |
21 | Yang, X.L. and Yan, R.M. (2015). "Collapse mechanism for deep tunnel subjected to seepage force in layered soils", Geomech. Eng., Int. J., 8(5), 741-756. DOI |
22 | Zhang, J.H. and Wang, C.Y. (2015), "Energy analysis of stability on shallow tunnels based on nonassociated flow rule and non-linear failure criterion", J. Central South Univ., 22(3), 1070-1078. DOI |