This study evaluates two constitutive models for sandDM04 and SANISAND-MSin simulating the response of a submerged slope subjected to seismic loading. SANISAND-MS includes a memory surface (MS), distinguishing it from DM04. Both models were calibrated using laboratory data from monotonic and cyclic triaxial tests on Ottawa F-65 sand, replicating conditions from LEAP-2017 liquefaction experiments. Model predictions, including spectral acceleration, excess pore pressure, and displacement, were compared against experimental data obtained in LEAP-2017. While both models showed reasonable accuracy, SANISAND-MS demonstrated limitations in capturing soil dilatancy during simulations.
5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG2025)
3 - Constitutive models and soil behaviour modelling