Oedometric modulus

<< Click to Display Table of Contents >>

Navigation:  Dynamic Probing > Theoretical notes > Geotechnical correlations > Cohesionless soils >

Oedometric modulus


Begemann (1974)

correlation derived from experiences in Greece


Limo with sand: a=2.05403, b=27,46451

Gravel with sand: a=9.1, b=93



correlation valid for sand and clay sand


Farrent (1963)

valid for sands, sometimes for sand with gravel (modified from experimental data)


Menzenbach and Malcev

valid for fine sand, sand-gravel and sand and gravel



© GeoStru Software 2022