KB 2030 | Comparison of Results for FE Element Sizes of 4.0 m and 0.5 m
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KB 2030 | Comparison of Results for FE Element Sizes of 4.0 m and 0.5 m
2026-01-22
061061
  • RFEM 6
  • Geotechnical Analysis for RFEM 6
  • Finite Element Analysis
    • Nonlinear Analysis
    • Stability Analysis

KB 2030 | Comparison of Results for FE Element Sizes of 4.0 m and 0.5 m

Shown here is a comparison of a very rough mesh (l_fe=4.0 m, left) and a sufficiently fine-meshed model (l_fe=4.0 m, right) for simulating stability failure by reducing the shear parameters. The displacements are shown at the top and the plastic comparative strain at the bottom.
  • Geotechnical analysis
  • Stability
  • Ground failure
  • Slope failure
  • Phi-c reduction
  • Mesh convergence
Used in
  • Stability Design of Sloped Embankment by Reducing Shear Strength Reduction
3D Model
More About 3D Model
  • KB 2030 | Uniform Slope for Stability Analysis
Specifications
Number of Nodes 21
Number of Lines 32
Number of Members 0
Number of Surfaces 15
Number of Solids 2
Number of Load Cases 3
Number of Load Combinations 0
Number of Result Combinations 0
Total Weight 600.000 t
Dimensions (Metric) 40.000 x 20.000 x 0.500 m
Dimensions (Imperial) 131.23 x 65.62 x 1.64 feet
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