Determination of the vertical foundation parameter according to Buček (Buček, J. (2009).Investigation of the interaction between structures and soil based on the theory of the elastic half-space and the standard-compliant soil model (dissertation). Brno.)
|
σz |
Stress in the vertical direction |
|
εz |
Strain in the vertical direction |
|
w0(x,y) |
Deformation of the ground surface, depending on a location |
|
H |
Thickness of the deformed zone |