1 |
Taylor, D.W. (1937), "Stability of earth slopes", J. Boston Soc. Civil Eng., 24(3), 197-246.
|
2 |
Tsesarsky, M., Hatzor, Y.H., Leviathan, I., Saltzman, U. and Sokolowksy, M. (2005), "Structural control on the stability of overhanging, discontinuous rock slopes", Am. Rock Mech. Assoc., 5, 771-781.
|
3 |
Yang, X.L. and Pan, Q.J. (2015), "Three dimensional seismic and static stability of rock slopes", Geomech. Eng., Int. J., 8(1), 97-111.
DOI
|
4 |
Zhang, F., Liu, G., Chen, W., Liang, S., Chen, R. and Han, W. (2012), "Human-induced landslide on a high cut slope: a case of repeated failures due to multi-excavation", J. Rock Mech. Geotech. Eng., 4(4), 367-374.
DOI
|
5 |
Zhao, C. (2015), "Analytical solutions for crack initiation on floor-strata interface during mining", Geomech. Eng., Int. J., 8(2), 237-255.
DOI
|
6 |
Abderahman, P. (2007), "Evaluating the influence of rate of undercutting on the stability of slopes", Bull. Eng. Geol. Environ., 66(3), 303-309.
DOI
|
7 |
Bekaert, P. (1995), "Improvement of the kinematic bound for the stability of a vertical cut-off", Mech. Res. Commun., 22(6), 533-540.
DOI
|
8 |
Chakraborty, D. and Kumar, J. (2013b), "Bearing capacity of circular footings on reinforced soils", Int. J. Geomech., ASCE, 15(1), 1-9.
|
9 |
Bottero, A., Negre, R., Pastor, J. and Turgeman, S. (1980), "Finite element method and limit analysis theory for soil mechanics problem", Comput. Method. Appl. Mech. Eng., 22(1), 131-149.
DOI
|
10 |
Chakraborty, D. and Kumar, J. (2013a), "Stability of a long unsupported circular tunnel in soils with seismic forces", Natural Hazards, 68(2), 419-431.
DOI
|
11 |
Chen, W.F., Giger, M.W. and Fang, H.Y. (1969), "On the limit analysis of stability of slopes", Soils Found., 9(4), 23-32.
DOI
|
12 |
Chu-Agor, M.L., Wilson, G.V. and Fox, G.A. (2014), "Numerical modeling of bank instability by seepage erosion undercutting of layered stream-banks", J. Hydrol. Eng., ASCE, 13(12), 1133-1145.
DOI
|
13 |
Michalowski, R.L. (2002), "Stability charts for uniform slopes", J. Geotech. Geoenviron. Eng., ASCE, 128(4), 351-355.
DOI
|
14 |
Davis, E.H. and Booker, J.R. (1973), "The effect of increasing strength with depth on the bearing capacity of clays", Geotechnique, 23(4), 551-563.
DOI
|
15 |
Florkiewicz, A. and Kubzdela, A. (2013), "Factor of safety in limit analysis of slopes", Geomech. Eng., Int. J., 5(5), 485-497.
DOI
|
16 |
Gao, Y., Wu, D., Zhang, F., Lei, G.H., Qin, H. and Qiu, Y. (2016), "Limit analysis of 3D rock slope stability with non-linear failure criterion", Geomech. Eng., Int. J., 10(1), 59-76.
DOI
|
17 |
Liu, D. and Chen, X. (2015), "Shearing characteristics of slip zone soils and strain localization analysis of a landslide", Geomech. Eng., Int. J., 8(1), 33-52.
DOI
|
18 |
Lysmer, J. (1970), "Limit analysis of plane problems in soil mechanics", J. Soil Mech. Found. Div., ASCE, 96(4), 1311-1333.
|
19 |
Michalowski, R.L. (2012), "Stability assessment of slopes with cracks", Proceedings of Geo-Congress, Oakland, CA, USA, March, pp. 442-450.
|
20 |
Michalowski, R.L. (2013), "Stability assessment of slopes with cracks using limit analysis", Can. Geotech. J., 50(10), 1011-1021.
DOI
|
21 |
Miscevic, A. and Vlastelica, G. (2014), "Impact of weathering on slope stability in soft rock mass", J. Rock Mech. Geotech. Eng., 6(3), 240-250.
DOI
|
22 |
Poulos, H.G. and Davis, E.H. (1980), Pile Foundation Analysis and Design, Wiley, NewYork, NY, USA.
|
23 |
Sloan, S.W. (1988), "Lower bound limit analysis using finite-elements and linear programming", Int. J. Numer. Anal. Method. Geomech., 12(1), 61-77.
DOI
|
24 |
Sloan, S.W. and Kleeman, P.W. (1995), "Upper bound limit analysis with discontinuous velocity fields", Comput. Method. Appl. Mech. Eng., 127(1-4), 293-314.
DOI
|