Articles | Volume 21, issue 2
https://doi.org/10.5194/nhess-21-517-2021
© Author(s) 2021. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-21-517-2021
© Author(s) 2021. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Research article
| 
04 Feb 2021
Research article |
| 04 Feb 2021
| 04 Feb 2021
A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
Zongxing Zou
Three Gorges Research Center for Geohazards, China University of
Geosciences, Wuhan, 430074, China
Huiming Tang
CORRESPONDING AUTHOR
Three Gorges Research Center for Geohazards, China University of
Geosciences, Wuhan, 430074, China
Robert E. Criss
Department of Earth and Planetary Sciences, Washington University, 1 Brookings Drive, Saint Louis, MO 63130, United States
Xinli Hu
Faculty of Engineering, China University of Geosciences, Wuhan,
430074, China
Chengren Xiong
Three Gorges Research Center for Geohazards, China University of
Geosciences, Wuhan, 430074, China
Qiong Wu
Faculty of Engineering, China University of Geosciences, Wuhan,
430074, China
Yi Yuan
Department of Land and Resources of Hubei Province, Wuhan, 430074,
China
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Cited
21 citations as recorded by crossref.
- The initial impoundment of the Baihetan reservoir region (China) exacerbated the deformation of the Wangjiashan landslide: characteristics and mechanism X. Yi et al. 10.1007/s10346-022-01898-4
- Model test study on natural frequency evolution and early warning of reservoir landslides under water level fluctuations Z. Wu et al. 10.1007/s11069-024-06475-7
- Deformation analysis of Legemera earthen embankment dam under static condition V. Nagappa et al. 10.1007/s40808-022-01451-1
- Failure mechanism of a large-scale composite deposits caused by the water level increases X. Zhang et al. 10.1007/s11629-022-7690-1
- A novel method to evaluate the time-dependent stability of reservoir landslides: exemplified by Outang landslide in the Three Gorges Reservoir Z. Zou et al. 10.1007/s10346-023-02056-0
- Dynamic assessment of slope stability based on multi‐source monitoring data and ensemble learning approaches: A case study of Jiuxianping landslide W. Xu et al. 10.1002/gj.4605
- Deformation characteristics and stability of the Sifangbei landslide based on the shape renewal of longitudinal profile L. Xiao et al. 10.1007/s11069-023-06345-8
- Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown C. Zhou et al. 10.1016/j.enggeo.2022.106765
- Interpretation of the reactivation of slow-moving landslides based on ring shear tests and monitoring T. Wang et al. 10.1007/s11069-022-05502-9
- Combining Numerical Simulation and Deep Learning for Landslide Displacement Prediction: An Attempt to Expand the Deep Learning Dataset W. Xu et al. 10.3390/su14116908
- Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide H. Wen et al. 10.3390/f14040808
- Landslide susceptibility modeling based on GIS and ensemble techniques H. Yan & W. Chen 10.1007/s12517-022-09974-8
- Dynamic stability assessment of reservoir colluvial landslide using a hypoplastic clay constitutive model considering the effects of drying-wetting cycles on the hydro-fluctuation belt Y. Xue et al. 10.1016/j.enggeo.2022.106791
- Deformation characteristics and mechanism of Mala paleo-landslide during the Miaowei reservoir initial impoundment period Z. Mai et al. 10.1038/s41598-024-55559-8
- Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China W. Du et al. 10.1007/s10064-023-03122-6
- Displacement behaviour and potential impulse waves of the Gapa landslide subjected to the Jinping Reservoir fluctuations in Southwest China S. Wu et al. 10.1016/j.geomorph.2021.108013
- Application of the Navier-Stokes Equations to the Analysis of the Landslide Sediments Permeability and Related Seepage Effects M. Song et al. 10.32604/fdmp.2022.017737
- Application of Bagging, Boosting and Stacking Ensemble and EasyEnsemble Methods for Landslide Susceptibility Mapping in the Three Gorges Reservoir Area of China X. Wu & J. Wang 10.3390/ijerph20064977
- Inducing factors and deformation mechanism of the Zhangjiacitang landslide in the Three Gorges Reservoir Area H. Chen et al. 10.1038/s41598-023-40186-6
- Dam Deformation Monitoring using Cloud-Based P-SBAS Algorithm: The Kramis Dam Case (Algeria) K. Hasni et al. 10.48084/etasr.5857
- Revealing the characteristics and type of chair-shaped landslides considering the reservoir water effect in the Three Gorges Reservoir Area, China L. Yang et al. 10.1007/s10064-024-03603-2
20 citations as recorded by crossref.
- The initial impoundment of the Baihetan reservoir region (China) exacerbated the deformation of the Wangjiashan landslide: characteristics and mechanism X. Yi et al. 10.1007/s10346-022-01898-4
- Model test study on natural frequency evolution and early warning of reservoir landslides under water level fluctuations Z. Wu et al. 10.1007/s11069-024-06475-7
- Deformation analysis of Legemera earthen embankment dam under static condition V. Nagappa et al. 10.1007/s40808-022-01451-1
- Failure mechanism of a large-scale composite deposits caused by the water level increases X. Zhang et al. 10.1007/s11629-022-7690-1
- A novel method to evaluate the time-dependent stability of reservoir landslides: exemplified by Outang landslide in the Three Gorges Reservoir Z. Zou et al. 10.1007/s10346-023-02056-0
- Dynamic assessment of slope stability based on multi‐source monitoring data and ensemble learning approaches: A case study of Jiuxianping landslide W. Xu et al. 10.1002/gj.4605
- Deformation characteristics and stability of the Sifangbei landslide based on the shape renewal of longitudinal profile L. Xiao et al. 10.1007/s11069-023-06345-8
- Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown C. Zhou et al. 10.1016/j.enggeo.2022.106765
- Interpretation of the reactivation of slow-moving landslides based on ring shear tests and monitoring T. Wang et al. 10.1007/s11069-022-05502-9
- Combining Numerical Simulation and Deep Learning for Landslide Displacement Prediction: An Attempt to Expand the Deep Learning Dataset W. Xu et al. 10.3390/su14116908
- Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide H. Wen et al. 10.3390/f14040808
- Landslide susceptibility modeling based on GIS and ensemble techniques H. Yan & W. Chen 10.1007/s12517-022-09974-8
- Dynamic stability assessment of reservoir colluvial landslide using a hypoplastic clay constitutive model considering the effects of drying-wetting cycles on the hydro-fluctuation belt Y. Xue et al. 10.1016/j.enggeo.2022.106791
- Deformation characteristics and mechanism of Mala paleo-landslide during the Miaowei reservoir initial impoundment period Z. Mai et al. 10.1038/s41598-024-55559-8
- Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China W. Du et al. 10.1007/s10064-023-03122-6
- Displacement behaviour and potential impulse waves of the Gapa landslide subjected to the Jinping Reservoir fluctuations in Southwest China S. Wu et al. 10.1016/j.geomorph.2021.108013
- Application of the Navier-Stokes Equations to the Analysis of the Landslide Sediments Permeability and Related Seepage Effects M. Song et al. 10.32604/fdmp.2022.017737
- Application of Bagging, Boosting and Stacking Ensemble and EasyEnsemble Methods for Landslide Susceptibility Mapping in the Three Gorges Reservoir Area of China X. Wu & J. Wang 10.3390/ijerph20064977
- Inducing factors and deformation mechanism of the Zhangjiacitang landslide in the Three Gorges Reservoir Area H. Chen et al. 10.1038/s41598-023-40186-6
- Dam Deformation Monitoring using Cloud-Based P-SBAS Algorithm: The Kramis Dam Case (Algeria) K. Hasni et al. 10.48084/etasr.5857
Latest update: 24 Apr 2024
Short summary
The evolutionary trend of deforming landslides and feasible treatments for huge reservoir landslides needs further study. A geomechanical model is presented to elucidate the deformation mechanism of reservoir landslides. The deformation process of Shuping landslide is well interpreted by the geomechanical model. A successful engineering treatment is applied in treating the Shuping landslide, providing references for treating other huge landslides in the Three Gorges Reservoir area.
The evolutionary trend of deforming landslides and feasible treatments for huge reservoir...
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