Stability Analysis of Seismically Induced Landslide Using Coupled Eulerian-Lagrangian Finite Element Analysis
Stability Analysis of Seismically Induced Landslide Using Coupled Eulerian-Lagrangian Finite Element Analysis
Tanmoy Das; Deepankar Choudhury
20th International Conference on Soil Mechanics and Geotechnical Engineering (Sydney)
TC208
Landslides, Seismic Slope Stability, Finite Element / Finite Difference
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