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ariekoot
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Arie Koot
Arie Koot
Abaqus user
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dear Naren, I m not sure what you want to see. But lets take phi=30 en c=0. In 2D you…
On mohr coulomb 2D yield surface vs 3D mohr coulomb yield surface
test
On Multilaminate Model (Schädlich & Schweiger)
I only have it for Vumat: Wateflow using temperature. type of calc: dynamic temperature-displacement explicit element type: C3D8RT output: temp…
On How to model the settlement in soil due to water drawdown.
is it a drained or undrained simulation?
On Problem in simulating CPT using SANISAND04
Just a general question: Why you want to use sanisand umat?
On An error in the SANISAND umat runtime
geostep is not correct: only soil stresses are calculated: state var are zero (included void) for geostep you need umat…
On An error in the SANISAND umat runtime
use dynamic implicit instead of static general for displacement take 1 step after gravity. time for example 100sec and minimal…
On An error in the SANISAND umat runtime
There is tension in the soil: because c=0 it is not possible. DT_k is reduced to DTmin and DTMin is…
On An error in the SANISAND umat runtime
It do not know which units you have used, but if the displacement is in meters the displacement is large…
On An error in the SANISAND umat runtime
substepsize is too low < 1e-18 problem cannot been solved. perhaps model is wrong
On An error in the SANISAND umat runtime
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