Acknowledgement
Supported by : National Natural Science Foundation of China, China Postdoctoral Science Foundation, Guizhou Provincial Department of Transportation
References
- 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. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:12(1544)
- 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. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000987
- 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. https://doi.org/10.1016/j.ijrmms.2016.09.007
- 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.
- 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. https://doi.org/10.1139/cgj-2014-0111
- 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. https://doi.org/10.1007/s11771-016-3361-0
- Fellenius, W. (1936), "Calculation of the stability of earth dams", Proceedings of the 2nd Congress on Large Dams, Washington, D.C., U.S.A.
- 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. https://doi.org/10.12989/gae.2016.10.1.059
- Ghiassian, H.,and Ghareh, S. (2008), "Stability of sandy slopes under seepage conditions", Landslides, 5(4), 397-406. https://doi.org/10.1007/s10346-008-0132-5
- Hovland, H.J. (1997), "Three-dimensional slope stability analysis method", J. Geotech. Eng. Div., 103(9), 971-986. https://doi.org/10.1061/AJGEB6.0000493
- 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. https://doi.org/10.1139/t89-079
- 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.
- 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. https://doi.org/10.1007/s10064-014-0661-1
- 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. https://doi.org/10.1016/j.amc.2015.01.022
- 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. https://doi.org/10.1007/s12205-015-0197-3
- 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. https://doi.org/10.1016/j.enggeo.2015.05.001
- 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. https://doi.org/10.1007/s12665-015-4873-x
- Morgenstern, N.R. and Price, V.E. (1965), "The analysis of the stability of general slip surfaces", Geotechnique, 15(1), 79-93. https://doi.org/10.1680/geot.1965.15.1.79
- 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. https://doi.org/10.1016/j.enggeo.2018.10.011
- 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. https://doi.org/10.1016/j.enggeo.2014.09.002
- 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. https://doi.org/10.1007/s10346-014-0483-z
- Sun, J.P. and Zhao, Z.Y. (2013), "Stability charts for homogenous soil slopes", J. Geotech. Geoenviron. Eng., 139(12), 2212-2218. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000938
- 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. https://doi.org/10.1016/j.compgeo.2012.09.009
- 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). https://doi.org/10.3321/j.issn:1000-4548.2003.05.020
- 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. https://doi.org/10.1007/s12205-015-0646-z
- 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. https://doi.org/10.1002/nag.822
- 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. https://doi.org/10.1016/j.enggeo.2015.01.001
- 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. https://doi.org/10.1002/nag.2543
- Zhang, X. (1988), "Three-dimensional stability analysis of concave slopes in plan view", J. Geotech. Eng., 114(6), 658-671. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:6(658)
- 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. https://doi.org/10.1016/j.soildyn.2014.06.036
- 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. https://doi.org/10.1016/j.enggeo.2013.08.002
- 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. https://doi.org/10.1016/j.enggeo.2014.08.024
- 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. https://doi.org/10.12989/gae.2016.11.4.457
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