atomicra
Nuclear
- Jun 18, 2016
- 1
Dear all,
I am actually engaged in the decision of geological problems. So we have a some model with the soil disk, there is a circular hole in the centre, witch has initial pressure at the first time(a modelling of the soil injection with the polymer solution). How can I recalculate by the subroutine DLOAD a normal pressure inside of the circular hole in the soil model if a nearest FEs were failed. Failure criteria is given by Mohr Coulomb criterion (
This is predictable behaviour : This is unpredictable behaviour : This is my question: This is my subroutine: This is my model:
Many thanks for any help
I am actually engaged in the decision of geological problems. So we have a some model with the soil disk, there is a circular hole in the centre, witch has initial pressure at the first time(a modelling of the soil injection with the polymer solution). How can I recalculate by the subroutine DLOAD a normal pressure inside of the circular hole in the soil model if a nearest FEs were failed. Failure criteria is given by Mohr Coulomb criterion (
This is predictable behaviour : This is unpredictable behaviour : This is my question: This is my subroutine: This is my model:
Many thanks for any help