Alonso, E. E., Pinyol, N. M., 2010. Criteria for Rapid Sliding I. A Review of Vaiont Case. Engineering Geology, 114(3–4): 198–210. https://doi.org/10.1016/j.enggeo.2010.04.018 |
Broili, L., 1967. New Knowledges on the Geomorphology of the Vaiont Slide Slip Surfaces. Rock Mechanics and Engineering Geology, 5(1): 38–88 |
Chen, M.-l., Yang, X.-g., Zhou, J.-w., 2023. Effect of Water Level Fluctuation and its Rate on the Response of Deposits on a Reservoir Slope: Flume Experiment, Case Monitoring Comparison and Failure Mechanism. Acta Geotechnica, 18(12): 6213–6234. https://doi.org/10.1007/s11440-023-01968-4. |
de Boer, R., 2000. Contemporary Progress in Porous Media Theory. Applied Mechanics Reviews, 53(12): 323–370. https://doi.org/10.1115/1.3097333 |
Fan, L., Zhang, G., Li, B., Tang, H., 2017. Deformation and Failure of the Xiaochatou Landslide under Rapid Drawdown of the Reservoir Water Level Based on Centrifuge Tests. Bulletin of Engineering Geology and the Environment, 76(3): 891–900. https://doi.org/10.1007/s10064-016-0895-1 |
Fang, K., Tang, H., Li, C., et al., 2023. Centrifuge Modelling of Landslides and Landslide Hazard Mitigation: a Review. Geoscience Frontiers, 14(1): 101493. https://doi.org/10.1016/j.gsf.2022.101493 |
Hendron Jr., A. J., Patton, F. D., 1987. The Vaiont Slide—a Geotechnical Analysis Based on New Geologic Observations of the Failure Surface. e, 24(1–4): 475–491. https://doi.org/10.1016/0013-7952(87)90080-9 |
Hu, X., Liu, D., Zheng, W., et al., 2024. 1-G Physical Modeling in Engineering Geology and its Application of Pile-Reinforced Reservoir Landslides. Engineering Geology, 331: 107450. https://doi.org/10.1016/j.enggeo.2024.107450 |
Hu, X., Tan, F., Tang, H., et al., 2017. In-Situ Monitoring Platform and Preliminary Analysis of Monitoring Data of Majiagou Landslide with Stabilizing Piles. Engineering Geology, 228: 323–336. https://doi.org/10.1016/j.enggeo.2017.09.001 |
Jayakody, S. H. S., Uzuoka, R., Ueda, K., et al., 2023. Unsaturated Slopes Behavior under Antecedent Intermittent Rainfall Patterns: Centrifuge and Numerical Study. Acta Geotechnica, 18(11): 5773–5790. https://doi.org/10.1007/s11440-023-02017-w |
Jia, G. W., Zhan, T. L. T., Chen, Y. M., et al., 2009. Performance of a Large-Scale Slope Model Subjected to Rising and Lowering Water Levels. Engineering Geology, 106(1–2): 92–103. https://doi.org/10.1016/j.enggeo.2009.03.003 |
Jian, W., Xu, Q., Tong, Y., 2013. Rainfall Infiltration Model of Huangtupo Landslide in Three Gorges Reservoir Area. Rock and Soil Mechanics, 34(12): 3527–3533. https://doi.org/10.16285/j.rsm.2013.12.011 (in Chinese) |
Jian, W., Xu, Q., Yang, H., et al., 2014. Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir, China. Environmental Earth Sciences, 72(8): 2999–3013. https://doi.org/10.1007/s12665-014-3205-x |
Jiao, Y.-Y., Zhang, H.-Q., Tang, H.-M., et al., 2014. Simulating the Process of Reservoir-Impoundment-Induced Landslide Using the Extended DDA Method. Engineering Geology, 182(A): 37–48. https://doi.org/10.1016/j.enggeo.2014.08.016 |
Jones, F. O., Embody, D. R., Peterson, W. L., 1961. Landslides along the Columbia River Valley, Northeastern Washington. US Government Printing Office. |
Kaczmarek, H., Tyszkowski, S., Banach, M., 2015. Landslide Development at the Shores of a Dam Reservoir (Włocławek, Poland), Based on 40 Years of Research. Environmental Earth Sciences, 74(5): 4247–4259. https://doi.org/10.1007/s12665-015-4479-3 |
Lewis, R.W., Schrefler, B.A., 1999. The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media. John Wiley & Sons. |
Li, B., Tang, H., Gong, W., et al., 2018. Stability Analysis of Sliding Mass I at Riverside of Huangtupo Landslide in One Hydrological Year. Journal of Engineering Geology, 26 (S1): 167–173. doi:10.13544/j.cnki.jeg.201824 (in Chinese) |
Liao, K., Wu, Y., Miao, F., et al., 2021. Time-Varying Reliability Analysis of Majiagou Landslide Based on Weakening of Hydro-Fluctuation Belt under Wetting-Drying Cycles. Landslides, 18(1): 267–280. https://doi.org/10.1007/s10346-020-01496-2 |
Lin, M.-L., Wang, K.-L., 2006. Seismic Slope Behavior in a Large-Scale Shaking Table Model Test. Engineering Geology, 86(2–3): 118–133. https://doi.org/10.1016/j.enggeo.2006.02.011 |
Miao, F., Wu, Y., Li, L., et al., 2018. Centrifuge Model Test on the Retrogressive Landslide Subjected to Reservoir Water Level Fluctuation. Engineering. Geology, 245: 169–179. https://doi.org/10.1016/j.enggeo.2018.08.016 |
Muller, L., 1964. The Rock Slide in the Vajont Valley. Rock Mechanics and Engineering Geology, 2: 148–212 |
Muller, L., 1987. The Vajont Catastrophe—a Personal Review. Engineering Geology, 24(1–4), 423–444. https://doi.org/10.1016/0013-7952(87)90078-0 |
Nakamura, K., 1990. On Reservoir Landslide. Bulletin of Soil and Water Conservation, 10: 53–64. (in Chinese) |
Nonveiller, E., 1987. The Vajont Reservoir Slope Failure. Engineering Geology, 24(1–4): 493–512. https://doi.org/10.1016/0013-7952(87)90081-0 |
Paronuzzi, P., Bolla, A., 2012. The Prehistoric Vajont Rockslide: an Updated Geological Model. Geomorphology, 169–170: 165–191. https://doi.org/10.1016/j.geomorph.2012.04.021 |
Pinyol, N. M., Alonso, E. E., Corominas, J., et al., 2012. Canelles Landslide: Modelling Rapid Drawdown and Fast Potential Sliding. Landslides, 9(1): 33–51, https://doi.org/10.1007/s10346-011-0264-x |
Reyes-Carmona, C., Galve, J. P., Moreno-Sánchez, M., et al., 2021. Rapid Characterisation of the Extremely Large Landslide Threatening the Rules Reservoir (Southern Spain). Landslides, 18(12): 3781–3798. https://doi.org/10.1007/s10346-021-01728-z |
Semenza, E., Ghirotti, M., 2000. History of the 1963 Vaiont Slide: the Importance of Geological Factors. Bulletin of Engineering Geology and the Environment, 59(2): 87–97. https://doi.org/10.1007/s100640000067 |
Shi, C., Si, X., Zhang, Y., et al., 2022. A Simplified Model for Stability Analysis of Reservoir Bank Slopes under Water Level Dropping Condition. Granular Matter, 24(3): 90. https://doi.org/10.1007/s10035-022-01253-3 |
Song, K., Wang, F., Yi, Q., et al., 2018. Landslide Deformation Behavior Influenced by Water Level Fluctuations of the Three Gorges Reservoir (China). Engineering Geology, 247: 58–68. https://doi.org/10.1016/j.enggeo.2018.10.020 |
Sun, G., Yang, Y., Jiang, W., et al., 2017. Effects of an Increase in Reservoir Drawdown Rate on Bank Slope Stability: a Case Study at the Three Gorges Reservoir, China. Engineering Geology, 221: 61–69. https://doi.org/10.1016/j.enggeo.2017.02.018 |
Sun, G., Zheng, H., Tang, H., et al., 2016. Huangtupo Landslide Stability under Water Level Fluctuations of the Three Gorges Reservoir. Landslides, 13(5): 1167–1179. https://doi.org/10.1007/s10346-015-0637-7 |
Tang, H., Li, C., Hu, X., et al., 2015. Evolution Characteristics of the Huangtupo Landslide Based on In Situ Tunneling and Monitoring. Landslides, 12(3): 511–521. https://doi.org/10.1007/s10346-014-0500-2 |
Tang, M., Wasowski, J., Juang, C.H., 2019. Geohazards in the Three Gorges Reservoir Area, China—Lessons Learned From Decades of Research. Engineering Geology, 261: 105267. https://doi.org/10.1016/j.enggeo.2019.105267 |
Uzuoka, R., Borja, R. I., 2012. Dynamics of Unsaturated Poroelastic Solids at Finite Strain. International Journal for Numerical and Analytical Methods in Geomechanics, 36(13): 1535–1573. https://doi.org/10.1002/nag.1061 |
Uzuoka, R., Kazama, M., Sento, N., 2011. Soil–Water–Air Coupled Analysis on Seepage and Overtopping Behavior of River Levee. In: 14th Asian Regional conference on soil mechanics and geotechnical engineering, ARC 2011. |
van Genuchten, M. T., 1980. A Closed-Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America Journal, 44(5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x |
Viratjandr, C., Michalowski, R. L., 2006. Limit Analysis of Submerged Slopes Subjected to Water Drawdown. Canadian Geotechnical Journal, 43(8): 802–814. http:// dx.doi.org/10.1139/t06-042 |
Wang, C., Wang, H., Qin, W., et al., 2023. Behaviour of Pile-Anchor Reinforced Landslides under Varying Water Level, Rainfall, and Thrust Load: Insight from Physical Modelling. Engineering Geology, 325: 107293. https://doi.org/10.1016/j.enggeo.2023.107293 |
Wang, Q., Tang, H., An, P., et al., 2024. A Physical Model Test on a Seepage-Initiation-Braking-Type (SIBT) Landslide under the Coupling of Rainfall and Water Level Fluctuation. Acta Geotechnica, 20(1): 37–54. https://doi.org/10.1007/s11440-024-02403-y |
Wu, Y., Miao, F., Li, L., et al, 2017. Time-Varying Reliability Analysis of Huangtupo Riverside No.2 Landslide in the Three Gorges Reservoir Based on Water-Soil Coupling. Engineering Geology, 226: 267–276. https://doi.org/10.1016/j.enggeo.2017.06.016 |
Xia, M., Ren, G.M., Ma, X.L., 2013. Deformation and Mechanism of Landslide Influenced by the Effects of Reservoir Water and Rainfall, Three Gorges, China. Natural Hazards, 68(2): 467–482. https://doi.org/10.1007/s11069-013-0634-x |
Xiong, X., Shi, Z., Xiong, Y., et al., 2019. Unsaturated Slope Stability around the Three Gorges Reservoir under Various Combinations of Rainfall and Water Level Fluctuation. Engineering Geology, 261: 105231. https://doi.org/10.1016/j.enggeo.2019.105231 |
Xu, J., Ueda, K., Uzuoka, R. 2022a. Evaluation of Failure of Slopes with Shaking-Induced Cracks in Response to Rainfall. Landslides, 19(1): 119–136. https://doi.org/10.1007/s10346-021-01734-1 |
Xu, J., Ueda, K., Uzuoka, R., 2022b. Numerical Modeling of Seepage and Deformation of Unsaturated Slope Subjected to Post-Earthquake Rainfall. Computers and Geotechnics, 148: 104791. https://doi.org/10.1016/j.compgeo.2022.104791 |
Xu, J., Uzuoka, R., Ueda, K., 2024. Coupled Finite Element Analysis of the Dynamics of Poroelastic Media Considering the Relative Fluid Acceleration. International Journal for Numerical and Analytical Methods in Geomechanics, 48(14): 3561–3592. https://doi.org/10.1002/nag.3809 |
Xu, J., Fang, K., 2025. Deformation Characteristics of Unsaturated Slope During Post-Rainfall Earthquake: Insights from Centrifuge and Numerical Modeling. Journal of Rock Mechanics and Geotechnical Engineering. https://doi.org/10.1016/j.jrmge.2025.03.004 |
Xu, J., Jiang, W., 2024. Deformation and Failure Characteristics of Embankment Subjected to Earthquake and Rainfall. China Journal of Highway and Transport, 2024, 37(6): 76–86. https://doi.org/10.19721/j.cnki.1001-7372.2024.06.006 (in Chinese) |
Yan, Z. -L, Wang, J. -J., Chai, H. -J., 2010. Influence of Water Level Fluctuation on Phreatic Line in Silty Soil Model Slope. Engineering Geology, 113(1–4): 90–98. https://doi.org/10.1016/j.enggeo.2010.02.004 |
Yin, Y., Huang, B., Wang, W., et al, 2016. Reservoir-Induced Landslides and Risk Control in Three Gorges Project on Yangtze River, China. Journal of Rock Mechanics and Geotechnical Engineering, 8(5): 577–595. https://doi.org/10.1016/j.jrmge.2016.08.001 |
Zheng, Y., Li, J., Zheng, X., Guo, N., et al, 2024. Pre- and Post-Failure Behaviour of a Dike After Rapid Drawdown of River Level Based on Material Point Method. Computers and Geotechnics, 170: 106269. https://doi.org/10.1016/j.compgeo.2024.106269 |