How to use EC7 partial factors of safety for ULS load output in PLAXIS3D/2D , especially for HSS soil model?

Question

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

Dennis Waterman · Answer

Dear Piyush, 
 Yes, you can do that using the Design Approaches facility. Check for instance chapters 5.9 and 11.3 of the latest Plaxis 2D Reference Manual. 
 With kind regards, 
 Dennis Waterman