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Water content in the binary mix was found to dominantly affect the product distribution.
In addition, 40 mmol/L KCl in the final amplification mix was found to be optimal.
Similarly, increased unlicensed assistive personnel staffing as a percentage of the staffing mix was found to be related to increased pain scale scores in the NAA subgroup.
The introduction of epoxy in the concrete mix was found to increase the corrosion resistance, reduce permeability, reduce chloride penetration and increase strength.
Maximum improvement in compressive, flexural and split tensile strength of ABTRAPC mix was found when 10% OPC was part replaced by SF followed by 20% replacement by FA and 5% replacement by SCBA.
The mixing was continued until the mix was found to be uniform in appearance.
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The mix is found to be least susceptible to sulphate attack.
The mechanical properties of the recycled mix were found to be equal to that of the original Plastiphalt and better than the control mixes.
The indirect tensile stiffness modulus (ITSM) values of the Plastiphalt compacted mix were found to be lower than that of the control mix, whereas the static indirect tensile strength (ITS) values were found to be much higher.
The void/cement ratio (V/C), defined as the ratio of the void volume to the cement volume in the mix, is found to be the dominant parameter governing the strength development in LCC clay−FA material.
The effects of total VFAs loading and mass fraction of acetic acid, propionic acid and butyric acid in the VFAs mix were found significant factors on the inhibition on activated sludge.
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