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Figure 19
Observed pore pressure (Case 2).
fibers (deformation mode after loading in
Fig. 21
).
In the analysis, lower body
foundations were almost completely liquefied. The main deformation occurred
within 4 sec of loading. In the tests, the deformation continued after liquefaction
of the ground, but this was not the case in the analysis.
Figure 20
Comparison between the observed and calculated settlement at crest DV1.
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