Determination of the foundation parameter for shear 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.)
|
G |
Shear modulus |
|
w(x,y,z) |
Settlement (deformation in the vertical direction), depending on a location |
|
w0(x,y) |
Deformation of the ground surface, depending on a location |
|
H |
Thickness of the deformed zone |