JoVE Logo

Anmelden

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.

Tags

Deleterious SubstancesAggregatesConcrete QualityCement HydrationOrganic ImpuritiesClay ContentSilt ContentSedimentation MethodWet sieve MethodMarine SaltsCorrosionASTM C 33 03Testing StandardsConstruction Integrity

Aus Kapitel 5:

article

Now Playing

5.2 : Deleterious Substances in Aggregate

Aggregates and Water

128 Ansichten

article

5.1 : Unsoundness of Aggregate due to Volume Change

Aggregates and Water

87 Ansichten

article

5.3 : Sieve Analysis and Grading Curves

Aggregates and Water

244 Ansichten

article

5.4 : Fineness Modulus

Aggregates and Water

207 Ansichten

article

5.5 : Types of Aggregate Grading

Aggregates and Water

323 Ansichten

article

5.6 : Maximum Size of Aggregate

Aggregates and Water

59 Ansichten

article

5.7 : Quality of Water

Aggregates and Water

73 Ansichten

article

5.8 : Testing Water Quality

Aggregates and Water

92 Ansichten

article

5.9 : Aggregates Classification

Aggregates and Water

290 Ansichten

article

5.10 : Shape and Texture of Coarse Aggregate

Aggregates and Water

175 Ansichten

article

5.11 : Bonding and Strength of Aggregate

Aggregates and Water

120 Ansichten

article

5.12 : Toughness and Hardness of Aggregate

Aggregates and Water

214 Ansichten

article

5.13 : Specific Gravity of Aggregate

Aggregates and Water

175 Ansichten

article

5.14 : Bulk Density of Aggregate

Aggregates and Water

367 Ansichten

article

5.15 : Porosity and Absorption of Aggregate

Aggregates and Water

233 Ansichten

See More

JoVE Logo

Datenschutz

Nutzungsbedingungen

Richtlinien

Forschung

Lehre

ÜBER JoVE

Copyright © 2025 MyJoVE Corporation. Alle Rechte vorbehalten