tasaloti02
Civil/Environmental
- May 20, 2009
- 6
Hello to all,
I am modelling soil consolidation in abaqus. As we know that in overconsolidated soil the over consolidation pressure varied linearly over the depth, how can I set this parameter to be vary linearly over the depth?
My question is like that for example if I want to determine that the young modulus of the material change over y coordinate in 2D model, what should I do?
Yuor help is kindly appreciated
I am modelling soil consolidation in abaqus. As we know that in overconsolidated soil the over consolidation pressure varied linearly over the depth, how can I set this parameter to be vary linearly over the depth?
My question is like that for example if I want to determine that the young modulus of the material change over y coordinate in 2D model, what should I do?
Yuor help is kindly appreciated