Numerical Simulation of Progressive Slope Failure Using the Smoothed Particle Finite Element Method

2021 ◽  
pp. 568-575
Author(s):  
Wei-Hai Yuan ◽  
Hao-Cheng Wang ◽  
Wei Zhang ◽  
Bei-Bing Dai
Keyword(s):  
Numerical Simulation ◽  
Finite Element Method ◽  
Finite Element ◽  
Slope Failure ◽  
Particle Finite Element Method ◽  
Smoothed Particle ◽  
Element Method

Dynamic modeling of large deformation slope failure using smoothed particle finite element method

Landslides ◽  
2020 ◽  
Vol 17 (7) ◽  
pp. 1591-1603 ◽  
Author(s):  
Wei-Hai Yuan ◽  
Kang Liu ◽  
Wei Zhang ◽  
Beibing Dai ◽  
Yuan Wang
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Large Deformation ◽  
Dynamic Modeling ◽  
Slope Failure ◽  
Particle Finite Element Method ◽  
Smoothed Particle ◽  
Element Method

The particle finite element method for the numerical simulation of bird strike

2017 ◽  
Vol 109 ◽  
pp. 1-13 ◽  
Author(s):  
M.L. Cerquaglia ◽  
G. Deliége ◽  
R. Boman ◽  
L. Papeleux ◽  
J.P. Ponthot
Keyword(s):  
Numerical Simulation ◽  
Finite Element Method ◽  
Finite Element ◽  
Bird Strike ◽  
Particle Finite Element Method ◽  
Element Method

Numerical simulation of a flow-like landslide using the particle finite element method

2014 ◽  
Vol 55 (1) ◽  
pp. 167-177 ◽  
Author(s):  
Xue Zhang ◽  
Kristian Krabbenhoft ◽  
Daichao Sheng ◽  
Weichao Li
Keyword(s):  
Numerical Simulation ◽  
Finite Element Method ◽  
Finite Element ◽  
Particle Finite Element Method ◽  
Element Method

scholarly journals Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method

2021 ◽  
Author(s):  
Liang Wang ◽  
Xue Zhang ◽  
Stefano Tinti
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Slope Failure ◽  
Failure Modes ◽  
Slip Surface ◽  
Seismic Loading ◽  
Time Interval ◽  
Particle Finite Element Method ◽  
Layered Slope ◽  
Element Method

AbstractThis paper presents the failure analysis of layered clayey slopes with emphasis on the combined effect of the clay’s weakening behavior and the seismic loading using the particle finite element method (PFEM). Diverse failure mechanisms have been disclosed via the PFEM modelling when the strain-weakening behavior of clay is concerned. In contrast to a single layered slope exhibiting either a shallow or a deep failure mode, a layered slope may undergo both failure modes with a time interval in between. Seismic loadings also enlarge the scale of slope failure in clays with weakening behavior. The failure of a real layered slope (i.e. the 1988 Saint-Adelphe landslide, Canada) triggered by the Saguenay earthquake is also studied in this paper. The simulation results reveal that the choice of the strain-softening value controls the slip surface of the landslide and the amplification effect is important in the triggering of the landslide.

Reprint of: The particle finite element method for the numerical simulation of bird strike

2017 ◽  
Vol 110 ◽  
pp. 72-84 ◽  
Author(s):  
M.L. Cerquaglia ◽  
G. Deliége ◽  
R. Boman ◽  
L. Papeleux ◽  
J.P. Ponthot
Keyword(s):  
Numerical Simulation ◽  
Finite Element Method ◽  
Finite Element ◽  
Bird Strike ◽  
Particle Finite Element Method ◽  
Element Method
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