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As noted before, the estimated subsidence profile by modeling did not match the empirical subsidence calculations.
The available 300-s MVS data used in this modeling did not strictly meet all three conditions.
Package and repository design options were evaluated during the early PAs but modeling did not identify strong preferences.
If the density modeling did return extreme values, this would have cast serious doubts over the validity of the underlying geologic model.
The range of the strains obtained from the FE modeling did not exceed 100E−6 for columns, even for a truck speed of 30 mph.
The 3D steady approach showed that 2D modeling did not adequately predict velocity and pressure values even if general trends were captured.
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The model didn't show.
The models did not seem particularly rattled.
Yet the Craigslist model didn't work.
The prediction models didn't help things.
Models did talk shows.
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