Mechanical constitutive models used in the benchmark.tab1
|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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