settlement_of_shallow_foundations_on_granular_soils (Lutenegger ang DeGroot)

24-
20 -
loci
(3) .6. f:so
• (23)
16 - •
II
•£1'} oc•
11
£, sand
E
qc
(30)
12 -
•
A
8-
II
II
A
e(23)
II
A
oE,}
4- NC (7)(5)
(3) (9}
o£, SAND 0 0
oo
6Eso
6 6 6 6
g B INc I
0 I I I I
0 20 40 60 80 100
DR(%)
( ) Number of CK,D triaxial compression
tests considered
(') 2,;;: OCR,;;: 8
Figure 4.22 E vs. q, for Ticino Sand (from Jamiolkowski et al. 1988).
45