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Experiments are presented which verify the various theoretical models; it was determined that all the proposed models provide an acceptably accurate representation of the FreeHex system.
By applying the temperature effect to all of the bridge models, it was determined that the maximum tensile stress to produce transverse cracking takes place at the bottom of the bridge decks and at the location of girders.
By applying the hydration effect to the decks of bridge models, it was determined that the maximum tensile stress to produce transverse cracking takes place at the top of the bridge decks and at the girders locations.
When evaluating the models, it was determined that the soil is 300 400 m thickness and composed of more than one layers in parts where are especially closer to the bay.
Based on an interpretation of the available data and models, it was determined that following the onset of yield, pillar cohesion degrades more rapidly than pillar frictional strength increases.
Using GEE models, it was determined that the mean number of CFS and non-CFS symptoms decreased over time compared with the number of symptoms at initial classification (Table 4).
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By model simulation, it was determined how much enhancement of mass transfer should be observable.
Using a well-mixed membrane model, it was determined that the attainability curve of multi-stage systems is defined by the pressure ratio and membrane selectivity.
Using the virtual model, it was determined that neither technique was capable of achieving such a distribution indicating a need for a new more reliable technique.
Through the modeling, it was determined that the overpressure in the engine room and in highly congested areas of the platform are 1.7 (bar) and 0.8 (bar), respectively.
Through implementation of a polymer brush model, it was determined that the co-precipitation synthesis method required multiple magnetic separations and significant material loss to produce a well-defined particle distribution.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com