5.2
Natural sand may contain organic impurities, such as decayed vegetative matter, which interfere with the hydration of cement.
A colorimetric test is conducted to detect the presence of organic matter, which can be judged by the color of the solution containing aggregate. The darker the solution, the higher the organic matter in it.
Fine impurities, such as clay, silt, and crusher dust, obtained from the crushing of stones, coat the aggregates and result in poor bonding with the cement paste.
Additionally, the presence of fine impurities increases the surface area to be wetted and thereby requires more water for mixing, placing, and finishing. This excess water increases drying shrinkage and the likelihood of cracking.
The wet sieve method is used to determine the presence of fine impurities in coarse aggregates.
Excess salt in fine aggregates leads to corrosion of the steel reinforcements and absorbs moisture from the air, causing efflorescence in concrete.
The presence of low-density materials, like shale, and soft inclusions in aggregates like clay lumps, coal, or wood may break down under loads, leading to pitting and popouts in concrete.
Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that may coat aggregate particles and weaken the bond with cement paste. The presence of clay and silt content in the aggregate is often assessed using sedimentation or wet-sieve methods. Salts from marine environments are also considered deleterious substances, particularly if present above 6% by mass, leading to the corrosion of reinforcements embedded within the concrete. Washing aggregates with fresh water is recommended to reduce salt content.
Lastly, aggregates containing particles such as shale, coal, or mica that are non-durable or absorb water can lead to concrete degradation. American Society for Testing and Materials (ASTM) C 33-03 sets permissible levels for these unsound particles in aggregate. Proper testing and adherence to standards are crucial to ensure the quality of aggregates used in construction, thus safeguarding the integrity and longevity of concrete structures.
Natural sand may contain organic impurities, such as decayed vegetative matter, which interfere with the hydration of cement.
A colorimetric test is conducted to detect the presence of organic matter, which can be judged by the color of the solution containing aggregate. The darker the solution, the higher the organic matter in it.
Fine impurities, such as clay, silt, and crusher dust, obtained from the crushing of stones, coat the aggregates and result in poor bonding with the cement paste.
Additionally, the presence of fine impurities increases the surface area to be wetted and thereby requires more water for mixing, placing, and finishing. This excess water increases drying shrinkage and the likelihood of cracking.
The wet sieve method is used to determine the presence of fine impurities in coarse aggregates.
Excess salt in fine aggregates leads to corrosion of the steel reinforcements and absorbs moisture from the air, causing efflorescence in concrete.
The presence of low-density materials, like shale, and soft inclusions in aggregates like clay lumps, coal, or wood may break down under loads, leading to pitting and popouts in concrete.
From Chapter 5:
Now Playing
Aggregates and Water
922 Views
Aggregates and Water
599 Views
Aggregates and Water
2.7K Views
Aggregates and Water
2.2K Views
Aggregates and Water
2.0K Views
Aggregates and Water
1.9K Views
Aggregates and Water
811 Views
Aggregates and Water
687 Views
Aggregates and Water
1.1K Views
Aggregates and Water
1.9K Views
Aggregates and Water
1.9K Views
Aggregates and Water
1.1K Views
Aggregates and Water
1.2K Views
Aggregates and Water
1.8K Views
Aggregates and Water
1.1K Views
See More