翻译小篇英文 给150分

The mixtures vary in terms of their mix design,
binder composition, and admixture combinations.
The evaluated mixtures were proportioned with
various types and sources of HRWRAs, VEAs, and
air-entraining admixtures (AEAs). A polynaphthalene
sulfonate (PNS)-based HRWRA and three polycarboxylate-
based HRWRAs (PCP1–PCP3) were used.
For each type of HRWRA, compatible VEA and
AEA supplied by the same admixture manufacturer
were incorporated. Three blended cements were
employed in mixtures made with 0.42 w/cm
(Table 1). The B1 cement (CSA Type GUb-F/SF)
containing approximately 25% Class F fly ash and
5% silica fume, by mass of cementitious materials,
the B2 cement (CSA Type GUb-S/SF) containing
approximately 25% slag and 5% silica fume, and the
B3 quaternary cement that contains fly ash, blast
furnace slag, and silica fume of unknown proportions
were used. Continuously graded crushed limestone
ag

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