Browse By Tags

  • dynamic analysis of an earth dam

    Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…

  • Earthquake analysis (Interface)

    Hello Everyone, I know in PLAXIS , when we do an earthquake analysis we define interface boundaries along the side and bottom boundaries . IF I do the same in PLAXIS #D, should I do the same, Please advise. Thanks , Faisal

  • New Geotechnical Analysis SIG posted: PLAXIS 2D Dynamics With the New Site Response Analysis Tool

    We posted a new recording of the latest Geotechnical Analysis Special Interest Group workshop : 2019-06 (June) Geotechnical Analysis SIG - PLAXIS 2D Dynamics With the New Site Response Analysis Tool You may find it here on the Geotechnical Analysis…
Communities
Support and Services
Training and Learning
Social Media