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This document discusses a study on the effect of aggregate grain size on the compressive strength and modulus of elasticity of high performance grade 80 concrete. The study used an experimental method with 18 concrete cylinder samples that varied the maximum aggregate grain size between 0.3 mm to 19 mm. The compressive strength and modulus of elasticity were tested at 28 days. The results showed that concrete with larger aggregate grains had lower compressive strength, while concrete with the smallest 0.85

Author

Fadly Civil

Language

EN