Dear sir,
I want to model the soil composite in PLAXIS 2D . How to define the plain strain condition or axisymmetric condition in PLAXIS 2D?
Dear Shailja,
PLAXIS 2D supports two main conditions for modelling geotechnical projects. I would strongly advise you to study some basics of modelling before continuing as this is considered very important and basic.
Practically plane strain assumes that you are dealing with a cross-section that in the out-of-plane direction extends in the same way for infinite length:
Axisymmetric conditions assume that you are modelling a slice of 1 radian and the model is extending in a circular way:
Therefore which type of geometry conditions is better in your case, depends on the geometry you want to simulate. Note that in some cases there is no other choice but to use PLAXIS 3D.
thank you sir