Saturated Soil Material Property in abaqus
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
reported as a UMAT.