Hello,
Good afternoon.
I am working on my Master's dissertation with Liquefaction Analysis from Earthquake Loading and I have three questions about my modeling.
1) What should be the correct dynamic boundaries to use on this modeling? I am simulating…
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
23 March 2018
Date modified
12 October 2022
With the release of PLAXIS 2D 2018, a new User Defined Soil Model for liquefaction analysis is introduced, the PM4Sand…
Application
PLAXIS 2D
Version
PLAXIS 2D
Original Author
A. Laera, R. B. J. Brinkgreve
Date created
07 October 2015
Date modified
18 November 2016
When an earthquake occurs, the seismic waves propagate from…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Original Author
A. Laera
Date created
02 November 2015
Date modified
24 October 2016
In current design practice, geotechnical earthquake engineers…
Dear sir,
During earthquake, soil liquefaction might be a concern especially when non-liquefied layer is underlying by liquefied soil.
Lateral spreading load due to non-liquefied soil movement on top of liquefied layer might be critical for pile…