Modulus of Subgrade Reaction
Modulus of Subgrade Reaction
(OP)
In my experience as structural engineer, geotechnical engineers provide me with the admisible bearing preasure of a soil, but often forget to provide the modulus of subgrade reaction.
Is there a direct relation between the modulus of subgrade reaction and the admisible bearing preasure of a soil?
Is there a direct relation between the modulus of subgrade reaction and the admisible bearing preasure of a soil?





RE: Modulus of Subgrade Reaction