Hello everyone; I have implemented the Sanisand constitutive model (UMAT) in abaqus in the scope of performing a dynamic analysis on a 3D soil-pile interaction problem. I have succeded in […]
Hi, I am going to use the usdfld to function the density of sand changing due to confining pressure. I am not sure Abaqus will call the usdfld for every […]
Supporting Organisations
Recent posts
-
Two postdoctoral positions in computational mechanics in Ben Gurion university and Ariel university, Israel, are available immediately 28.2.2021
-
K0 determination Reloading using HP clay model 22.2.2021
-
Seismic Liquifaction 11.2.2021
-
Modelling cyclic loads in Tochnog 11.2.2021
-
Soft soil model vs Soft soil creep model 8.2.2021
-
Boundary value problems for granular materials subjected to earthquake loading 8.2.2021
-
Guidance for a newbie 6.2.2021
-
Modelling Rate-dependent behaviour of clay [Urgent] 1.2.2021
-
Postdoctoral Fellowship in computational geomechanics 27.1.2021
-
USDM – Creep -SCLAY1S 25.1.2021
-
Hardening Soil Model in Abaqus 25.1.2021
-
Effects of water content in sand in hypoplastic strength parameters 25.1.2021
Recent Comments