Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method
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Title
Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method
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Keywords
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Journal
Bulletin of Engineering Geology and the Environment
Volume -, Issue -, Pages -
Publisher
Springer Nature America, Inc
Online
2018-11-14
DOI
10.1007/s10064-018-1413-4
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- (2018) Xiao-Hui Qi et al. ENGINEERING GEOLOGY
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- (2017) J. Zhang et al. ENGINEERING GEOLOGY
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- (2017) Li-jun Su et al. Journal of Mountain Science
- A practical method to evaluate failure envelopes of shallow foundations considering soil strain softening and rate effects
- (2016) Zhong Xiao et al. APPLIED OCEAN RESEARCH
- Probabilistic stability analysis of simple reinforced slopes by finite element method
- (2016) Ning Luo et al. COMPUTERS AND GEOTECHNICS
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- (2016) Yiliang Tu et al. ENGINEERING GEOLOGY
- Analysis on shear wave velocity structure of a gravel landslide based on dual-source surface wave method
- (2016) Xing-qian Xu et al. Landslides
- Slope stability analysis using the limit equilibrium method and two finite element methods
- (2015) S.Y. Liu et al. COMPUTERS AND GEOTECHNICS
- Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion
- (2015) Lianheng Zhao et al. COMPUTERS AND GEOTECHNICS
- Three-dimensional slope stability assessment of two-layered undrained clay
- (2015) K. Lim et al. COMPUTERS AND GEOTECHNICS
- Large deformation finite element analyses in geotechnical engineering
- (2015) Dong Wang et al. COMPUTERS AND GEOTECHNICS
- A two-grid search scheme for large-scale 3-D finite element analyses of slope stability
- (2014) Xi Chen et al. COMPUTERS AND GEOTECHNICS
- Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysis
- (2013) Lysandros Pantelidis et al. CANADIAN GEOTECHNICAL JOURNAL
- A dynamic large deformation finite element method based on mesh regeneration
- (2013) D. Wang et al. COMPUTERS AND GEOTECHNICS
- A regularized Lagrangian meshfree method for rainfall infiltration triggered slope failure analysis
- (2013) Dongdong Wang et al. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS
- Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method
- (2013) Shui-Hua Jiang et al. ENGINEERING GEOLOGY
- Finite element modeling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas
- (2013) D. P. Kanungo et al. NATURAL HAZARDS
- Development of limit equilibrium method as optimization in slope stability analysis
- (2013) D. Mendjel et al. STRUCTURAL ENGINEERING AND MECHANICS
- A large deformation analysis for the assessment of failure induced deformations of slopes in strain softening materials
- (2012) Samaneh Mohammadi et al. COMPUTERS AND GEOTECHNICS
- Run-out analysis of flow-like landslides triggered by the Ms 8.0 2008 Wenchuan earthquake using smoothed particle hydrodynamics
- (2011) Yu Huang et al. Landslides
- Breaching parameters of landslide dams
- (2011) M. Peng et al. Landslides
- Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium
- (2011) DongDong Wang et al. Science China-Technological Sciences
- Stability analysis of slopes in soils with strain-softening behaviour
- (2010) E. Conte et al. COMPUTERS AND GEOTECHNICS
- Numerical analysis of slope stability based on the gravity increase method
- (2009) L.C. Li et al. COMPUTERS AND GEOTECHNICS
- Influence of spatial variability of permeability property on steady state seepage flow and slope stability analysis
- (2009) Amit Srivastava et al. ENGINEERING GEOLOGY
- Stability analysis of slopes using the finite element method and limiting equilibrium approach
- (2008) Nezar Atalla Hammouri et al. Bulletin of Engineering Geology and the Environment
- Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage
- (2008) Maosong Huang et al. COMPUTERS AND GEOTECHNICS
- Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods
- (2008) W.B. Wei et al. COMPUTERS AND GEOTECHNICS
- A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique
- (2008) Hong Zheng et al. COMPUTERS AND GEOTECHNICS
- Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
- (2008) Ha H. Bui et al. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
- Reply to “Comments on ‘Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods’ by Y.M. Cheng, T. Lansivaara and W.B. Wei,” by J. Bojorque, G. De Roeck and J. Maertens
- (2007) Y.M. Cheng et al. COMPUTERS AND GEOTECHNICS
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