KB 2030 | Literature Comparison of Safety Factor
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KB 2030 | Literature Comparison of Safety Factor
2026-01-22
061062
  • RFEM 6
  • Geotechnical Analysis for RFEM 6
  • Finite Element Analysis
    • Nonlinear Analysis
    • Stability Analysis

KB 2030 | Literature Comparison of Safety Factor

The image shows a comparison of the literature values according to Sysala et al. and the safety factors determined by RFEM 6 using Phi-C reduction for different dilatancy angles using the example of a uniform slope. The lower section also shows the relative deviation of the safety factors from RFEM 6 from the literature values.
  • Geotechnical analysis
  • Ultimate limit state
  • Ground failure
  • Slope failure
  • Phi-c reduction
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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