Why should stones with smaller particle size be used when preparing high strength concrete?

August 17, 2021 concrete strength,coarse aggregate
With the increase of coarse aggregate particle size, the bond between coarse aggregate and cement paste is weakened, which increases the discontinuity of the internal structure of concrete materials, resulting in the decrease of concrete strength.

Coarse aggregate plays a restrictive role in cement shrinkage in concrete. Because the elastic modulus of coarse aggregate is different from that of cement paste, tensile stress occurs in concrete. The tensile stress increases with the increase of coarse aggregate particle size, and will lead to the decrease of concrete strength.

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With the increase of coarse aggregate particle size, the directional arrangement of Ca (OH) 2 crystals in the interface transition zone of coarse aggregate increases, which weakens the interface structure and reduces the strength of concrete.

The test shows that the width of the interface crack around the coarse aggregate with particle size of 15 ~ 25mm in concrete is about 0.1mm, the crack length is 2 / 3 of the particle size perimeter, and the interface crack is more connected with the crack in the surrounding cement slurry. In 5 ~ 10mm coarse aggregate concrete, the width of interface crack is relatively uniform, only 0.03mm, and the crack length is only 1 / 6 of the perimeter of particle size.

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For coarse aggregates with different particle sizes, the accumulation of water pockets formed at the lower part of the particle size after concrete hardening is also different. The water pockets at the lower part of large particle size coarse aggregates are large and many. After the water in the water pockets evaporates, the interface joint formed at the lower interface must be wider than that of small particle size, and the interface strength will be lower.