Characteristics and Size of Aggregates Used in Construction | Size and Shape of Aggregates | Composition of Aggregates:
In this article we will discuss about Characteristics and Size of Aggregates Used in Construction | Size and Shape of Aggregates | Composition of Aggregates | Road Works.
Aggregates form an essential part of many construction projects, from large-scale commercial to smaller domestic works. Whether you need aggregates to form a sub-base for foundations or paving, decorative aggregates for driveways and footpaths – or simply need something to fill in unsightly holes – you should know which kind of aggregates will work best.
Important characteristics of aggregates which influence the properties of resulting concrete mix are discussed as under:
Aggregate containing the constituents which generally react with alkalis in cement cause excessive expansion, cracking of concrete mix, should never be used. Suitability of aggregates should be judged either by studying its service history or by laboratory tests.
Size and shape:
The size and shape of the aggregate particles mainly influence the quantity of cement required in a concrete mix and ultimately economy of the concrete. For the preparation of economical concrete, one should use largest coarse aggregates feasible for the structure.
Type of structure
Max. Size of aggregate
|1.||Mass concrete work. i.e. dams, retaining walls, piers and abutments, etc.||40mm|
|2.||R.C.C work. i.e. beams, columns, etc||20mm|
It may be clearly noted that the size and shape of the aggregate particles influence the properties of freshly mixed concrete more as compared to those of hardened concrete.
Full article on Characteristics and Size of Aggregates Used in Construction | Size and Shape of Aggregates | Composition of Aggregates | Road Works. Thank you for the full reading of this article in “The Civil Engineering” platform in English. If you find this post helpful, then help others by sharing it on social media. If you have any question regarding article please tell me in comments.