In plaxis when doing dynamic analysis or liquefaction it is advised to do analysis in
1. Ko , initial phase
2. phase 1 with DIFFERENT SOIL characteristics and
Phase 3 the dynamaic analysis with the UBC3D model
how do you go about this?
Hi, you can see in Dynamics_Manual_V8.
Good luck
Thank You Mrs. Nesrine.
please check my attached answer
https://www.researchgate.net/post/Who_knows_how_the_effect_of_liquefaction_on_tunneling_is_modeled_in_software
regrads
Thanks Mr. Ahmed Ebid and Dr. BP Naveen. I appreciate your feedbacks, let me look into the guidance you provided.
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