I have made a model with a stiff model and the conclusion I reach to is that ALGOR applies the elastic boundary stiffness stated in the box in N/mm as spring constant of each and every node in the face to which the elastic restraint is applied. This is a very DISTURBING conclusion for those wanting to use spring constants with ALGOR and automatic mesh generations, since one loses control of the number of vertices generated, or may need always to be attent to the question. Furthermore, the irregular meshes would be such spring constants inadequate to the intent.
The morale here is that one should forfeit to make ordinary spring constant models for foundations in ALGOR. Use instead a ground material on a fixed base and then calibrate the investigated response to your intent. Bad (and very good) in that it makes too much explicit the shortcomings of the investigations of the structural effect of expected settlements.