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...
Hi to all
I am modeling soil consolidation with vertical drain in middle of the soil (its a 3D model). I use cam-clay model for soil. When i run it it always show a warning that said " The plasticity/creep/ connector friction algorithm did not converge at 2 (varied) points "
I find out that when...
Hi to all.I'm modeling soil consolidation by Abaqus. I want to define impermeable boundary conditions in my model (for example to define bed rock as an impermeable boundary condition in the end layer of my soils). How can I define this type of boundary conditions?I will appereciate for your help
Hi to all.I'm modeling soil consolidation by Abaqus. I want to define impermeable and permeable boundary conditions in my model (for example to define bed rock as an impermeable boundary condition in the end layer of my soils). How can I define this type of boundary conditions?I will appereciate...
Hi to all.I'm modeling soil consolidation by Abaqus. I want to define impermeable and permeable boundary conditions in my model (for example to define bed rock as an impermeable boundary condition in the end layer of my soils). How can I define this type of boundary conditions?I will appereciate...
Hi to all.
I'm modeling soil consolidation by Abaqus. I want to define impervious and pervious boundary conditions in my model (for example to define bed rock as an impervious boundary condition in the end layer of my soils).
How can I define this type of boundary conditions?
I will appereciate...
