KB 1976 | Single Element Test – Oedometer Conditions
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KB 1976 | Single Element Test – Oedometer Conditions
2025-08-12
058327
  • RFEM 6

KB 1976 | Single Element Test – Oedometer Conditions

This model is intended for the adjustment and recalculation of material tests under triaxial conditions. The default setting is a material with a modified hardening soil material model and test conditions according to Bower et al. (Bower, T.A., Jefferson, A.D., & Cleall, P.J. (2020). A reformulated hardening soil model. ''Proceedings of the Institution of Civil Engineers – Engineering and Computational Mechanics 173''(1), 11–29.)
  • Material test
  • Adjustment
  • Inverse analysis
  • Nonlinear material behavior
  • Modified hardening soil
  • Oedometer
Used in
  • Adjustment of Material Parameters to Experimental Data Using Example of Modified Hardening Soil Material for Oedometer and Triaxial Tests
3D Model
More About 3D Model
  • KB 1976 | Single Element Test – Oedometric Conditions – Modified Hardening Soil Material Model
Specifications
Number of Nodes 8
Number of Lines 12
Number of Members 0
Number of Surfaces 6
Number of Solids 1
Number of Load Cases 5
Number of Load Combinations 13
Number of Result Combinations 1
Total Weight 0.000 tons
Dimensions (Metric) 1,000 x 1,000 x 1,000 m
Dimensions (Imperial) 3.28 x 3.28 x 3.28 feet
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