1 |
Kostic, S., Vasovic, N. and Sunaric, D . (2015), "A new approach to grid search method in slope stability analysis using Box-Behnken statistical design", Appl. Math. Comput., 256(C), 425-437.
DOI
|
2 |
Li, Y.X. and Yang, X.L. (2016), "Stability analysis of crack slope considering nonlinearity and water pressure", KSCE J. Civ. Eng., 20(6), 2289-2296.
DOI
|
3 |
Lu, L., Wang, Z.J., Song, M.L. and Arai, K. (2015), "Stability analysis of slopes with ground water during earthquakes", Eng. Geol., 193(7), 288-296.
DOI
|
4 |
Luo, F.Y. and Zhang, G. (2016), "Progressive failure behavior of cohesive soil slopes under water drawdown conditions", Environ. Earth Sci., 75(11), 1-12.
DOI
|
5 |
Morgenstern, N.R. and Price, V.E. (1965), "The analysis of the stability of general slip surfaces", Geotechnique, 15(1), 79-93.
DOI
|
6 |
Peng, X.Y., Yu, P.C., Zhang, Y.B. and Chen, G.Q. (2018), "Applying modified discontinuous deformation analysis to assess the dynamic response of sites containing discontinuities", Eng. Geol., 246(11), 349-360.
DOI
|
7 |
Piccinini, L., Berti, M., Simoni, A., Bernardi, A.R., Ghirotti, M., and Gargini, A. (2014), "Slope stability and groundwater flow system in the area of Lizzano in Belvedere (Northern Apennines, Italy)", Eng. Geol., 183, 276-289.
DOI
|
8 |
Pirone, M., Papa, R., Nicotera, M.V. and Urciuoli, G. (2015), "In situ monitoring of the groundwater field in an unsaturated pyroclastic slope for slope stability evaluation", Landslides, 12(2), 259-276.
DOI
|
9 |
Sun, J.P. and Zhao, Z.Y. (2013), "Stability charts for homogenous soil slopes", J. Geotech. Geoenviron. Eng., 139(12), 2212-2218.
DOI
|
10 |
Vandamme, J. and Zou, Q.P. (2013), "Investigation of slope instability induced by seepage and erosion by a particle method", Comput. Geotech., 48(3), 9-20.
DOI
|
11 |
Wang, Y.X. and Deng, H.K. (2003), "An improved method for three-dimensional slope stability analysis", Chin. J. Geotech. Eng., 25(5), 611-614 (in Chinese).
DOI
|
12 |
Wang, Y.Z., Liu, X.F., Zhang, Z.K. and Yang, P.B. (2016), "Analysis on slope stability considering seepage effect on effective stress", KSCE J. Civ. Eng., 20(6), 2235-2242.
DOI
|
13 |
Xu, Q.J., Lu, Y., Yin, H.L. and Li, Z.K. (2010), "Shakedown analysis of a slope with cyclic groundwater level", Int. J. Numer. Anal. Meth. Geomech., 34(5), 517-531.
DOI
|
14 |
Yan, J.F., Shi, B., Zhu, H.H., Wang, B.J., Wei, G.Q., and Cao, D.F. (2015), "A quantitative monitoring technology for seepage in slopes using DTS", Eng. Geol., 186(2), 100-104.
DOI
|
15 |
Zhang, F., Leshchinsky, D., Baker, R., Gao, Y.F. and Leshchinsky, B. (2016), "Implications of variationally derived 3D failure mechanism", Int. J. Numer. Anal. Meth. Geomech., 40(8), 2514-2531.
DOI
|
16 |
Zhang, X. (1988), "Three-dimensional stability analysis of concave slopes in plan view", J. Geotech. Eng., 114(6), 658-671.
DOI
|
17 |
Zhang, Y,B., Zhang, J., Chen, G.Q., Zheng, L. and Li, Y.G. (2015b), "Effects of vertical seismic force on initiation of the Daguangbao landslide induced by the 2008 Wenchuan earthquake", Soil Dyn. Earthq. Eng., 73(6), 91-102.
DOI
|
18 |
Zhang, Y.J., Nian, T.K., Zheng, D.F. and Zheng, L. (2016), "Analytical solution of seismic stability against overturning for a rock slope with water-filled tension crack", Geomech. Eng., 11(4), 457-469.
DOI
|
19 |
Zhang, Y.B., Chen, G.Q., Zheng, L., Li, Y.G., Wu, J. (2013), "Effects of near-fault seismic loadings on run-out of large-scale landslide: A case study", Eng. Geol., 166(11), 216-236.
DOI
|
20 |
Zhang, Y.B., Wang, J.M., Xu, Q., Chen, G.Q., Zhao, J.X., Zheng, L., Han, Z. and Yu, P.C. (2015a), "DDA validation of the mobility of earthquake-induced landslides", Eng. Geol., 194(8), 38-51.
DOI
|
21 |
Gao, Y.F., Wu, D., Zhang, F., Lei, G.H., Qin, H.Y. and Qiu, Y. (2016), "Limit analysis of 3D rock slope stability with nonlinear failure criterion", Geomech. Eng., 10(1), 59-76.
DOI
|
22 |
Cheng, Y.M. and Yip, C.J. (2007), "Three-dimensional asymmetrical slope stability analysis extension of Bishop's, Janbu's, and Morgenstern-Price's techniques", J. Geotech. Geoenviron. Eng., 133(12), 1544-1555.
DOI
|
23 |
Deng, D.P., Li, L. and Zhao, L.H. (2017), "LEM for stability analysis of 3D slopes with general-shaped slip surfaces", Int. J. Geomech., 17(10), 06017017.
DOI
|
24 |
Deng, D.P., Li, L., Wang, J.F. and Zhao L.H. (2016a), "Limit equilibrium method for rock slope stability analysis by using the generalized Hoek-Brown criterion", Int. J. Rock Mech. Min. Sci., 89(11), 176-184.
DOI
|
25 |
Deng, D.P., Li, L., Zhao, L.H. (2017), "Method of generation and model of calculation of arbitrary curved slip surfaces for threedimensional convex and concave slopes", Int. J. Geomech., 17(11), 04017095.
|
26 |
Deng, D.P., Zhao, L.H. and Li, L. (2015), "Limit equilibrium slope stability analysis using the nonlinear strength failure criterion", Can. Geotech. J., 52(4), 563-576.
DOI
|
27 |
Deng, D.P., Zhao, L.H. and Li, L. (2016b), "Limit equilibrium method for slope stability based on assumed stress on slip surface", J. Central South Univ., 23(11), 2972-2983.
DOI
|
28 |
Fellenius, W. (1936), "Calculation of the stability of earth dams", Proceedings of the 2nd Congress on Large Dams, Washington, D.C., U.S.A.
|
29 |
Ghiassian, H.,and Ghareh, S. (2008), "Stability of sandy slopes under seepage conditions", Landslides, 5(4), 397-406.
DOI
|
30 |
Hovland, H.J. (1997), "Three-dimensional slope stability analysis method", J. Geotech. Eng. Div., 103(9), 971-986.
DOI
|
31 |
Hungr, O., Salgado, F.M. and Byrne, P.M. (1989). "Evaluation of a three dimensional method of slope stability analysis", Can. Geotech. J., 26(4), 679-686.
DOI
|
32 |
Jelusic, P., Zlender, B. and Dolinar, B. (2016), "NLP optimization model as a failure mechanism for geosynthetic reinforced slopes subjected to pore-water pressure", Int. J. Geomech., 16(5), C4015003.
|
33 |
Jia, N., Yang, Z.H., Xie, M.W., Mitani, Y. and Tong, J.X. (2015), "GIS-based three-dimensional slope stability analysis considering rainfall infiltration", Bull. Eng. Geol. Environ., 74(3), 919-931.
DOI
|