Table 1.
Mechanical constitutive models used in the benchmark.tab1
| Team | Model |
|---|---|
| A | Bishop effective stress; modified CamClay |
| B | Hysteresis Based Material (HBM) model |
| C | Double-structure hypoplastic model for expansive clays |
| D | ACMEG – TS elastoplastic model |
| E | Internal Limit Model (ILM) |
| F | Modified Barcelona Basic Model (BBM) elastoplastic model |
| G | Elastic with modulus depending on water saturation |
| H | Modified BBM with double structure ICDSM |
| I | Modified Barcelona Expensive Model BExM |
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