Hi
I modeled an oedometer tests in PLAXIS, soft soil creep model. It had 3 phases: K0 procedure, staged construction and Consolidation EPP.
When I tried to run the model I got the error message that "phase 2 (consoldiation EPP) has a first time step parameter is zero or close to zero". The...
Hi
Can anybody make it clear, how the soft soil creep model in PLAXIS takes the 'immediate settlement' in to consideration?
I'm modelling the oedometer tests in PLAXIS, and I found that the settlement estimated from the experiments is higher than what PLAXIS gives. I wonder if it could be...
I have a question about the Soft soil creep model in PLAXIS. In the material data base, we enter the basic and strength/compressibility properties of the soil layer. Could you please make it clear the cα (secondary compression coefficient) we enter, is for which stress level?
I have to model an...
I'm modeling consolidation in FLAC 2D with non-uniform initial excess pore water pressure distribution. I want to vary the initial pore pressure in the x direction (i direction), using the following 'var' command.
ini pp 10e4 var 0 -10e4 i=1,11
The pore pressure is uniform in the y direction...
