Geoscience Reference
In-Depth Information
Fig. 11.18. Correlation between normalized liquefaction settlements and (inversed)
degraded staticfactor of safety
Fig. 11.19. Comparison between analytical and numerical predictions of liquefaction
induced settlements
(b) In the majority of centrifuge tests and in the Dagupan case study the foundation
was rectangular, with a width over length ratio
B
2 which is different from
thestripfoundationgeometrywhichisassociatedwithEq.11.11.Inallthesecases,
the average bearing pressure of the rectangular footing was artificially reduced so
/
L
=
1
/
