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Based on the statistical analysis, minimum number of indentation test was determined for random size samples.
Fracture energy for FRP pull-off test was determined with the maximum interfacial shear stress and the corresponding slip.
The peak heat release rate for each test was determined using the model equation based on oxygen depletion index and concentrations of gaseous species such as oxygen, carbon monoxide, carbon dioxide and water.
Antibiotic susceptibility test was determined by the Kirby-Bauer disk diffusion method.
The Germination Index test was determined as described by Zhang and Sun (2015).
The number of lags used in the test was determined by AIC criterion.
Growth of more than one colony in the agar dilution test was determined to be the best indicator of high-level resistance.
The adsorption capacity of the phosphorus via a jar test was determined as 0.7 mg P/kg of soil.
The pore volume injected (PVI) versus the pressure drop data for mobility control test was determined using core flood experiments.
For the all the types of UHPC, the correlation between the mass loss and SFE ratio before and after the frost resistance test was determined (Fig. 15).
The elongation during each test was determined by optical measurement (video extensometer) of the displacement of two marker points placed along the waist of the tensile test sample.
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