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The whole numerical procedure is applied on one classical geotechnical problem: the ultimate bearing capacity of stone column reinforced foundations.
The procedure is applied on two different space scales.
A post-processing procedure is applied on the CTD data, including the editing, adjustment and validation of hydrographic profiles.
After that, an arc-elimination procedure is applied on the transformed network for optimizing the problem.
The proposed procedure is applied on the speed control of a hydraulic turbine – a non-minimum phase system.
Design procedure is applied on a sample LNG plant to illustrate advantages of using this method which shows a 3.3% reduction in total shaft work consumption.
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The same procedure was applied on the p+-type Si wafers.
Such procedure was applied on two kinds of mortars with 10%and50%0% sand volume fractions.
The proposed procedure was applied on two different mix designs available in the literature.
The new procedure was applied on two different engine configurations, as well as operation with different fuels.
Generalized mixed effect models followed by a model averaging procedure were applied on weed metrics and permutational multivariate analyses of variance were applied on weed species composition.
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