Hello!
I have a simple model in Midas GTS NX 3d. A foundation as a 3d (solid) beam which lays on some layers of soil (constitutive model used - Modified Mohr-Coulomb/Hardening soil).
I ran the analysis and i've got the settlements which seems to be valid. The problem is when im trying to model...
Hello, Tstrut!
In Romania there are some indexes that can determine if a soil is expansive or not according to old romanian standards and eurocode 7.
First would be the activity index which is calculated by IA=Ip/A2(niu) (Ip - plasticity index and A2(niu) would be the percentage of clay...
