Additional spring determination on outer edges/nodes of foundation according to the effective soil method by Kolar and Nemec
k |
Line spring |
K |
Single spring |
s0 |
Range of subsidence basin (settlement around 1% of that at the foundation edge) |
c2,v |
Shear capacity (here, equal in x and y) [reference values from 0.1 c1,z for loose sand to 1.0 c1,z for solid rock] |