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Shock and Vibration
/
2020
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Article
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Tab 11
/
Research Article
Seismic Fragility Analysis of Bridge Group Pile Foundations considering Fluid-Pile-Soil Interaction
Table 11
The parameters of three different soil conditions.
Soil type
C
u
(kN/m
2
)
J
Stiff
100
0.005
0.25
Moderate stiff
80
0.01
0.375
Soft
40
0.02
0.5