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Three scenarios were assessed through experiments using different material ratios.
Table 2 presents the effect of different material ratios on the yield and purity of UDCA.
Water-cementitious material ratios were determined using the vibrating slump test.
The design strength level of 75 100 MPa was achieved using water-cementitious material ratios of 0.22, 0.26 and 0.31.
Water-to-cementitious (w/cm) material ratios of 0.25 and 0.35 were used in production of concrete.
Typical high-performance concrete (HPC) mixtures are characterized by low water-cementitious material ratios, high cement contents, and the incorporation of admixtures.
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Water cementitious material ratio by mass.
High-range water-reducing agent cementitious material ratio by mass.
Reactivity of the sample was found to correlate with the number of particles per material ratio.
Water to cementitious material ratio was also varied in the range of 0.3 0.7.
The different silylation derivatives, effects of silylation reagent types, temperature, and material ratio were measured.
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