1. J.L. Li, Unloading rock mass mechanics, China Water Power Press, Beijing, 2003, pp. 5–6.
  2. S. Wang, K. Zhang, L.P.H. van Beek, X. Tian, T.A. Bogaard, Physically-based landslide prediction over a large region: scaling low-resolution hydrological model results for highresolution slope stability assessment, Environ. Modell. Software, 124 (2020) 104607, doi: 10.1016/j.envsoft.2019.104607.
  3. X.P. Zhou, Y.X. Zang, Unloading Rock Mass Constitutive Theory and Application, Science Press, Beijing, 2007.
  4. T.X. Wang, S.-R. Wu, J.S. Shi, P. Xin, L. Shi, A comparative study of typical engineering landslide disasters both in China and abroad, Geol. Bull. China, 32 (2013) 1881–1899.
  5. H.F. Deng, J.L. Li, Research on the influence mechanism of water level fluctuation on the bank landslide deformation and stability, J. Hydraul. Eng., (2014) 45–51.
  6. M. Sahana, S. Rehman, A.K. Paul, H. Sajjad, Assessing socioeconomic vulnerability to climate change-induced disasters: evidence from Sundarban Biosphere Reserve, India, Geol. Ecol. Landscapes, 5 (2021) 40–52.
  7. I. Sufiyan, K.D. Mohammed, J.I. Magaji, Assessment of crop yield and rainfall simulation in Nasarawa Town Nasarawa State Nigeria, J. Clean WAS, 4 (2020) 75–78.
  8. J.-Y. Zhang, L.-P. Wan, H.-Y. Pan, J.-L. Li, Z.-S. Luo, H.-F. Deng, Long-term stability of bank slope considering characteristics of water-rock interaction, Chin. J. Geotech. Eng., 39 (2017) 1851–1858.
  9. Z.-H. Chang, F.Q. Wu, H.-Y. Liu, S.W. Qi, Bank slope types and rock mass structural features in new fengjie county, three gorges reservoir region, Chin. J. Rock Mech. Eng., 24 (2005) 3057–3063.
  10. W.-J. Xu, R.-L. Hu, Z.Q. Yue, R.-J. Tan, R.-J. Li, R.-Y. Zeng, Numerical simulation on stability of right bank slope of Longpan in Tiger-Leaping gorge area, Chin. J. Geotech. Eng., 28 (2006) 1996–2004.
  11. T. Li, N.-W. Xu, F. Dai, T.-B. Li, Y.-L. Fan, B. Li, Stability analysis of left bank abutment slope at Baihetan hydropower station subjected to excavation, Rock Soil Mech., 39 (2018) 665–674.
  12. H.Y. Li, Slope stability analysis of Longjiang River large bridge based on 3-D Fast Lagrangian Method (FLAC3D), J. Wuhan Univ. Technol., 32 (2010) 61–64.
  13. J.-Y. Dong, J.-H. Yang, W.-H. Sun, Z.-Q. Huang, D. Wang, G.-X. Yang, Prediction of deformation and failure of a largescale deposit slope during reservoir water level fluctuation, Rock Soil Mech., 32 (2011) 1774–1780.
  14. L.F. Wang, L.G. Li, X. Yang, Instability initiation mechanism of gravel soil slope in Three Gorges Reservoir: case study of Hongyanzi landslide in Wushan County, Chin. J. Geotech. Eng., 40 (2018) 209–214.
  15. H.W. Lee, S.K. Jeon, An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression, Int. J. Solids Struct., 48 (2011) 979–999.
  16. S.Q. Yang, Y.H. Huang, S. Wen, Experimental study on mechanical properties of non-coplanar double fissure red sandstone after high temperature, Chin. J. Rock Mech. Eng., 34 (2015) 440–451.
  17. B.T. Shen, O. Stephansson, H.H. Einstein, B. Ghahreman, Coalescence of fractures under shear stresses in experiments, J. Geophys. Res., 100 (1995) 5975–5990.
  18. O. Reyes, H.H. Einstein, Failure Mechanisms of Fractured Rock – A Fracture Coalescence Model, Proceedings of 7th International Congress on Rock Mechanics, Aachen, Germany, 1991, pp. 333–340.
  19. Z.M. Jiang, X.H. Xiong, L. Zeng, Analysis of slope unsaturated rainfall infiltration based on FLAC~(3D) platform, Rock Soil Mech., 35 (2014) 855–861.
  20. Q.A. Wu, Study on Slope Stability of Hydropower Station Under Reservoir Water Level Fluctuation Condition, Dalian University of Technology, 2017.
  21. Z.J. Zhou, J.K. Chen, Z.Y. Wu, L. Pei, K. He, Failure criteria and the yield criterion in the numerical calculations of slope stability, Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/ J. Sichuan Univ. (Eng. Sci. Ed.), 46 (2014) 6–12.
  22. K. Zhang, S. Wang, H.J. Bao, X.M. Zhao, Characteristics and influencing factors of rainfall-induced landslide and debris flow hazards in Shaanxi Province, China, Nat. Hazards Earth Syst. Sci., 19 (2019) 93–105.