Hello everyone,
I need an urgent help. I have no idea how to define two phase poroelastic soil in abaqus. Water and soil should be treated as two different materials rather than a single material. And how to define the poroelasticity (saturated soil). Can abaqus perform these analysis.
(1) Coupled quasi-static for saturated soil
(2) Coupled dynamic for saturated soil (the UEL/UMAT) -- this is
reported as a UMAT.
reported as a UMAT.
Please help me how to sdo these steps and how to define UEL/UMAT
Regards
Rahul