This paper outlines the findings of a study on the influence of cement content (275-425 kg/m) and water/cement ratio (0)45 to 0)75) on the durability of concrete exposed to silage effluent. The test facility exposed concrete specimens to a controlled flow of effluent such that the volume of effluent
Influence of the water to cement ratio W/C on the compressive strength of concrete — An application of the cement hydration equation to concrete
✍ Scribed by K. K. Sideris; M. Konsta-Gdoutos
- Publisher
- Springer Netherlands
- Year
- 1996
- Tongue
- English
- Weight
- 365 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0929-189X
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✦ Synopsis
The cement hydration equation was used to determine the influence of the water to cement ratio, W/C, on the compressive strength of concrete up to the end of the hydration age. Using the hydration equation, the equations of the compressive strength of concrete were derived for five values of the ratio W/C equal to 0.50, 0.55, 0.60, 0.65, and 0.70. The curves of variation of the compressive strength versus the W/C ratio for the hydration age of 7, 28, 90 and 5475 days were drawn. Based on these curves a thorough study of the influence of the W/C ratio on the compressive strength of concrete was undertaken.
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