The foundation is modeled as a plate element having the following properties: EA = 59450820.01 kN/m EI = 19816940 kNm2/m w = 26 kN/m/m (considering a unit weight of 24 kN/m3 for the underlying rock and a footing thickness of 2m) Please note that the…

Hi, I am currently working on a dynamic modelling project in PLAXIS where we are obtaining the lateral earth pressures on a gravity retaining wall. The retaining wall is modelled as a linear elastic material. To export the results, I have preselected…