This model is intended for the adaptation 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. A reformulated hardening soil model. Proceedings of the Institution of Civil Engineers – Engineering and Computational Mechanics 173(1): 11–29, 2020. https://doi.org/10.1680/jencm.18.00054 ).
Submodels
KB 1976 | Single Element Test – Triaxial Conditions – Modified Hardening Soil Material Model
| Number of Nodes | 8 |
| Number of Lines | 12 |
| Number of Members | 0 |
| Number of Surfaces | 6 |
| Number of Solids | 1 |
| Number of Load Cases | 9 |
| Number of Load Combinations | 9 |
| Number of Result Combinations | 0 |
| Total Weight | 0,000 t |
| Dimensions (Metric) | 1,000 x 1,000 x 1,000 m |
| Dimensions (Imperial) | 3.28 x 3.28 x 3.28 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.