settlement_of_shallow_foundations_on_granular_soils (Lutenegger ang DeGroot)

I 2 3
UNCONFINED COMPRESSIVE STRENGTH qu, TSF
"' t 200~---------+----------+---------~--~~~~~--------~
' en K,- FOR COARSE-GRAINED SOILS--..._
g
z
;;
"
0 0
I
RELA IVE DENSITY Du PERCENT
40 .o .
SAND VERY LOOSE LOOSE MEDIUM DENSE DENSE
Figure 5.10 Navfac (1982) Correlation for Sub grade Reaction Modulus.
80