Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
20 August 2012
Date modified
20 August 2012
To simulate the interaction between a structure and soil you can apply interface elements. Without…
Hi there,
I am in the process of conducting a dynamic analysis to asses the stresses and strains in a secant wall during an earthquake event. The parkade is about 28m deep. The water table is close to the surface and the excavation wall consists of…