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Fig. 11.8. Configuration used forthe numerical (finite difference) simulation of
VELACS Model 12 centrifuge tests (prototype scale)
Fig. 11.9. Numerical predictions and experimental measurements from VELACS
Model 12 centrifuge tests.(a) Excess pore pressure ratio below the foundation,
(b) excess pore pressureratiointhefree field, and (c) foundation settlements
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