Shi et al., 2018 - Google Patents
Improvement of the finite-element-based limit equilibrium method to include changes in groundwater: a case study of a deforming bank slope from the Three Gorges …Shi et al., 2018
- Document ID
- 914283997793722500
- Author
- Shi L
- Sun G
- Publication year
- Publication venue
- Environmental Earth Sciences
External Links
Snippet
Abstract Changes in groundwater are an important factor affecting slope stability. In this study, the finite-element-based limit equilibrium method (FELE), which does not require any predetermined assumptions, is improved to include groundwater. The seepage force in the …
- 239000003673 groundwater 0 title abstract description 55
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Sun et al. | Phreatic line calculation and stability analysis of slopes under the combined effect of reservoir water level fluctuations and rainfall | |
Ouyang et al. | Dynamic analysis and numerical modeling of the 2015 catastrophic landslide of the construction waste landfill at Guangming, Shenzhen, China | |
Sun et al. | Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall | |
Langendoen | Concepts: Conservational channel evolution and pollutant transport system | |
Rowe et al. | Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment | |
Bao et al. | Numerical assessment of failure potential of a large mine waste dump in Panzhihua City, China | |
Zhang et al. | Impact of reservoir impoundment-caused groundwater level changes on regional slope stability: a case study in the Loess Plateau of Western China | |
Stark et al. | Unsaturated and transient seepage analysis of San Luis Dam | |
Luna | Dynamic numerical run-out modelling for quantitative landslide risk assessment | |
Chen et al. | The September 16, 2017, Linjiabang landslide in Wanyuan County, China: preliminary investigation and emergency mitigation | |
Stark et al. | Soil compressibility in transient unsaturated seepage analyses | |
Wang et al. | Deformation characteristics and stability evolution behavior of Woshaxi landslide during the initial impoundment period of the Three Gorges reservoir | |
Cui et al. | Volume estimation and stage division of the Mahu landslide in Sichuan Province, China | |
Hou et al. | Forecasting and prevention of water inrush during the excavation process of a diversion tunnel at the Jinping II Hydropower Station, China | |
He et al. | The critical curve for shallow saturated zone in soil slope under rainfall and its prediction for landslide characteristics | |
Hou et al. | Characteristics, mechanisms, and post-disaster lessons of the delayed semi-diagenetic landslide in Hanyuan, Sichuan, China | |
Shi et al. | Improvement of the finite-element-based limit equilibrium method to include changes in groundwater: a case study of a deforming bank slope from the Three Gorges Reservoir | |
Tan et al. | Slope stability analysis of saturated–unsaturated based on the GEO-studio: a case study of Xinchang slope in Lanping County, Yunnan Province, China | |
Khan et al. | Geotechnical characterization and statistical evaluation of alluvial soils of Lahore | |
Aghdam et al. | Effect of drain pipes on uplift force and exit hydraulic gradient and the design of gravity dams using the finite element method | |
Zhang et al. | Potential hazards to a tunnel caused by adjacent reservoir impoundment | |
Yu et al. | Analysis of the mechanism and failure mode of landslides subjected to transient seepage in a Piedmont region of Nanjing area | |
Sun et al. | A simplified solution for calculating the phreatic line and slope stability during a sudden drawdown of the reservoir water level | |
Han et al. | The Monitoring‐Based Analysis on Deformation‐Controlling Factors and Slope Stability of Reservoir Landslide: Hongyanzi Landslide in the Southwest of China | |
Li et al. | Deformation mechanism and model of river valley contraction of the Xiluodu reservoir, China |