<< Click to Display Table of Contents >> Navigation:  Static Probing > Theoretical notes > Geotechnical correlations > Cohesionless soils > Shear deformation modulus

 

Ohsaki & Iwasaki

•Valid for fine plastic sand or clean sand.

 

Robertson & Campanella (1983)  Imai & Tonouchi (1982)

•Valid mainly for sand and for lithostatic tension from  0,5 - 4,0 kg/cm2.

 

 

©    Geostru