References

  1. Q.L. Liao, X. Li, Y.H. Dong, Occurrence, geology and geomorphy characteristics and origin of Qianjiangping landslide in Three Gorges Reservoir area and study on ancient landslide criterion, Chinese J. Rock Mech. Eng., 24 (2005) 3146–3153.
  2. P.A. Lane, D.V. Griffiths, Assessment of stability of slopes under drawdown conditions, J. Geotech. Geoenviron. Eng., 126 (2000) 443–450.
  3. R. Cojean, Y.J. Caï, Analysis and modeling of slope stability in the Three-Gorges Dam reservoir (China)-The case of Huangtupo landslide, J. Mount. Sci., 8 (2011) 166–175.
  4. M.M. Berilgen, Investigation of stability of slopes under drawdown conditions, Comp. Geotech., 34 (2007) 81–91.
  5. M. Xia, G.M. Ren, S.S. Zhu, X.L. Ma, Relationship between landslide stability and reservoir water level variation, Bull. Eng. Geol. Environ., 74 (2015) 909–917.
  6. A.R. Estabragh, B. Parsaei, A.A. Javadi, Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil, Soils Found., 55 (2015) 304–314.
  7. L.F. Pires, M. Cooper, F.A.M. Cassaro, K. Reichardt, O.O.S. Bacchi, N.M.P. Dian, Micromorphological analysis to characterize structure modifications of soil samples submitted to wetting and drying cycles, Catena, 72 (2008) 297–304.
  8. M.S. Zhang, Y. Dong, P.P. Sun, Impact of reservoir impoundment- caused groundwater level changes on regional slope stability: a case study in the Loess Plateau of Western China, Environ. Earth Sci., 66 (2012) 1715–1725.
  9. G.W. Jia, T.L.T. Zhan, Y.M. Chen, D.G. Fredlund, Performance of a large-scale slope model subjected to rising and lowering water levels, Eng. Geol., 106 (2009) 92–103.
  10. L. Tony, T. Zhan, W.J. Zhang, Y.M. Chen, Influence of reservoir level change on slope stability of a silty soil bank. The Fourth International Conference on Unsaturated Soils, ASCE, April 2–4, 2006, pp. 463–472.
  11. L. Nardi, M. Rinaldi, L. Solari, An experimental investigation on mass failures occurring in a river bank composed of sandy gravel, Geomorphology, 163–164 (2012) 56–69.
  12. J.S. Xu, X.L. Yang, Three-dimensional stability analysis of slope in unsaturated soils considering strength nonlinearity under water drawdown, Eng. Geol., 237 (2018) 102–115.
  13. Y.F. Gao, D.S. Zhu, F. Zhang, G.H. Lei, H.Y. Qin, Stability analysis of three-dimensional slopes under water drawdown conditions, Canad. Geotech. J., 51 (2014) 1355–1364.
  14. C. Viratjandr, R.L. Michalowski, Limit analysis of submerged slopes subjected to water drawdown, Canad. Geotech. J., 43 (2006) 802–814.
  15. F. Huang, X. Luo, W. Liu, Stability analysis of hydrodynamic pressure landslides with different permeability coefficients affected by reservoir water level fluctuations and rainstorms, Water, 9 (2017) 450.
  16. P. Paronuzzi, E. Rigo, A. Bolla, Influence of filling-drawdown cycles of the Vajont reservoir on Mt. Toc slope stability, Geomorphology, 191 (2013) 75–93.
  17. K. Song, E. Yan, G. Zhang, S. Lu, Q. Yi, Effect of hydraulic properties of soil and fluctuation velocity of reservoir water on landslide stability, Environ. Earth Sci., 74 (2015) 5319–5329.
  18. S.J. Li, J.A. Knappett, X.T. Feng, Centrifugal test on slope instability influenced by rise and fall of reservior water level, Chinese J. Rock Mech. Eng., 27 (2008) 1586–1593.
  19. F.S. Miao, Y.P. Wu, Y.H. Xie, Y.N. Li, L.W. Li, Centrifugal test on retrogressive landslide influenced by rising and falling reservoir water level, Rock Soil Mech., 39 (2018) 605–613.
  20. Z.L. Yan, J.J. Wang, H.J. Chai, Influence of water level fluctuation on phreatic line in silty soil model slope, Eng. Geol., 113 (2010) 90–98.