Hello, I would appreciate you answering the following inquiry: When running a slope stability model on PLAXIS 2D while implementing manually partial safety factors, in my case the ones stated for Approach 3 of EC7, I'm having trouble deciding the basis…

Hi, I am using the HSS model and MC model for modelling soil near around the tunnel. Can I get output for ULS loads using EC7 partial factors of safety? If yes, Can you provide any link please? Piyush