Nothing Special   »   [go: up one dir, main page]

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 …
Continue reading at link.springer.com (other versions)

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