Example (2.1): A square raft
on irregular subsoil 
Example (2.2): An irregular
raft on irregular subsoil 
Example (2.3): System of
footings on irregular subsoil 
Example (3.1): Settlements
outside the foundation 
Example (3.2): Influence of a
new neighboring building on an old one 
Example (3.3): Influence of
ground lowering due to a tunnel on a building 
Example (4.1): Interaction of
two circular rafts 
Example (4.2): Settlement
behavior of four containers 
Example (4.3): interaction of
two rafts considering two additional footings

Example (4.4): interaction of
two square rafts constructed side by side 
Example (4.5): Analysis of a
swimming pool 
Example (5.1): Rigidity of
simple square raft 
Example (5.2): Rigidity of
irregular raft on irregular subsoil 
Example (5.3): Effect of
girders on the raft rigidity 
Example (5.4): Comparison
between raft and grid foundations 
Example (6.1): Analysis of a
raft for a high rise building 
Example (6.2): Verification
of the iterative procedure 
Example (6.3): Analysis of
structure on nonlinear soil medium 
Example (7.1): Verification
of nonlinear analysis for Winkler's model 
Example (7.2): Rectangular
foundation subjected to eccentric loading 
Example (7.3): Circular
foundation subjected to eccentric loading 
Example (7.4): Elastoplastic
analysis of a raft resting on Continuum medium 