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Table 1 Mixture proportion and compressive strength of concrete.
More than 5000 specimens with 676 unique combinations of mixture proportion and curing condition were tested.
The mixture proportion and compressive strength of the concrete are presented in Table 1.
This study investigated the effects of mixture proportion and curing condition on the mechanical and shrinkage behaviors of high-performance fiber-reinforced cementitious composites (HPFRCCs).
As a typical example for a given mixture proportion and 2500× magnification, Figs. 3a and 3b show EDS images for FA 100 AAB matured paste and FA 50 SG 50 AAB matured paste with curing temperature of 40 °C.
The date, small mixture proportion, and geography are consistent with a small influx of migrants from North Africa, who themselves traced only a fraction of their ancestry ultimately to sub-Saharan Africa, consistent with the findings of Dupanloup et al. (2004).
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The concrete mixture proportions and fresh concrete properties are given in Tables 2 and 3, respectively.
This difference can be due to the variations in concrete mixture proportions and environmental factors.
Mixture proportioning and control of water content in the field are addressed.
The specimens are made with materials, mixture proportions and compaction similar to those of solid CMUs.
Mixture proportioning and measured responses of these ESH LWSCC mixtures are presented in Tables 9 and 10, respectively.
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