Need to use plaxis to analysis.

You are the AC to review QP ERSS designComment on SI and proposed own Geotechnical Interpretation Report (GIR), if anySelect a suitable cross-section and do the following checks: Basal heave stability, Uplift stability using EC7Do FEM model (use Mohr-Coulomb) to predict wall and ground movements SLS and EC7 FEM check to comply with BCA regulationsRepeat with Hardening Soil (with small strain stiffness) Models, and comments on the differences you observed when compared to Mohr-Coulomb models.Show clearly in your FEM model how did you account for the appropriate Ground water conditions for the ERSSAssess damage impact on closest neighboring structures, if any