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Cement (with or without steel) core samples with designed vertical leak paths were prepared.
The quantification result before and after careful manual validation of the three samples with designed labeled/unlabeled ratio 1 : 1, 1 : 2, and 2 : 1, respectively, was illustrated as in Figure 3.
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First, coarse aggregates were classified into five types, and testing samples were produced with designed percentages of different types.
In this study, we hybridized rhesus macaque mRNA samples with arrays designed for the human genome (Human Genome U133 Plus 2 [Affymetrix, Inc., California]) and with arrays designed for the rhesus genome (Rhesus GeneChip [Affymetrix]).
Experimental results are considered for the samples with controlled designed defects.
All the samples with the designed nominal Li doping level achieve the well-defined host structure.
The samples with the designed structure were exposed with an EBL tool (Vistec EBPG5000+) at 100 keV electron energy.
On the other hand, the optimal compressive strength increases were obtained with samples designed with MLG dosage of 0.021%, with improvements of 63.6, 94.1 and 95.7% after 3, 7 and 28 days, respectively, compared with samples without MLG.
The optimal tensile strength was achieved with samples designed with MLG dosage of 0.033%, for which the corresponding increases were 100.0, 144.4 and 131.6%, after 3, 7 and 28 days, respectively, compared with samples without MLG.
Chemical streams in pipes need to be sampled with specially designed diverter probes that avoid turbulence and wall effects.
The key issues to implement such a model updating are discussed such as sampling with design of experiments, selecting the significant updating parameters and constructing a quadratic polynomial response surface.
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