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Although methods for designing the mixture proportions usually derive from experience with conventional concretes, some specific procedures still are not universally accepted.
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A 2n full factorial approach was used in designing the mixtures, containing components at two dose levels, EC10 and EC40.
A conventional method (ACI) was used to design the mixture proportion for OPC and a densified mixture design algorithm (DMDA) was used to design the mixture proportions for HPC and SCC.
Concentration-response relationships for single chemicals were modeled and used to design the mixture experiments following a ray design.
We designed the mixture so that the highest mixture dose contained doses of each pyrethroid that were below their individual thresholds for effect.
We designed the mixture so that highest mixture-dose levels of the individual chemicals were at or below their no observed effect levels.
To examine the mixture toxicity in the multi-component space, the uniform design (UD) which can explore the concentration changes with few experimental efforts was employed to design the mixtures.
A theoretical model was introduced for designing the rubberized asphalt mixtures and validated by mixture tests in this paper.
ZK and AV designed the Gaussian Mixture Model.
Alternatively, we can design the lipopeptide mixture that contained different CTL epitopes to treat human.
There is no advanced technique to design the mixture proportioning of CTAM so far.
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