settlement_of_shallow_foundations_on_granular_soils (Lutenegger ang DeGroot)

Normalized applied load PoiPu (%)
0 0.2 0.4 0.6 0.8
Oljllllilllilllllllill
0
;g
L
~
C/)
5
-c
Q)
E
Q)
E 10
Q)
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e B
Q)
:a A C
1:J
Q) ., 0
N
~
• E . :. ~
E
~
0
X f
z 15
0 G
0 H
b. I
., J
20
0 l
Figure 7.7 Normalized Load-Settlement Behavior of Drilled Shafts (after Matsui 1993).
183