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Advances in Civil Engineering
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2019
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Article
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Fig 13
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Research Article
Curing Effects on High-Strength Concrete Properties
Figure 13
Microstructure evolution under dry oven conditions of specimens cured at 50°C. (a) Dry oven W/B = 0.3. (b) Dry oven W/B = 0.35. (c) Dry oven W/B = 0.4.
(a)
(b)
(c)