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According to the recommendation of IS 456-2000 code, minimum concrete grade to be adopted in coastal environment is M30 and maximum water cement ratio is 0.45.
The compressive strength was also measured and determined, and a maximum water:cement ratio, different for each cement type was obtained.
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Maximum water saturation.
Maximum water deficit.
Specimens which were water cured showed high correlation regardless of cement types and water cement ratio in Fig. 8.
The inputs of these charts were cement content, water cement ratio, C3A content, and sulfate concentration.
When combined with water, cement glues particles of sand and gravel together to create concrete.
Maximum water-cut: 50 %.
This maximum depends on the water-cement ratio, and therefore this ratio is an important design parameter to be considered when prescribing compacted or grouted solutions.
The mortar specimens at water- cement ratio of 0.5 and a cement: sand ratio of 1 2, were cast from mixtures of Swedish structural Portland cement for civil engineering (Table 1), deionized water and a siliceous natural sand with maximum particle size of 1 mm.
Cost optimization via dynamic programming is performed in the present study due to the effects of various parameters such as cement strength grade, water-cement ratio, maximum size of aggregate, amount of cement, concrete workability and other factors as decision variables.
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