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Learn it your way
A short class with Sarah and her students. The other ways are under More.
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Alright class, today we'll start discussing the source of aggregates. Can anyone tell me what types of aggregates we find in nature?
Are natural aggregates like sand and gravel?
Exactly, Student_1! Natural aggregates include materials like sand, gravel, and crushed stone. Now, can anyone name types of artificial aggregates?
What about materials like slag?
Spot on! Slag and even sintered fly ash are examples of artificial aggregates. Lastly, does anyone know what recycled aggregates are?
Are they made from construction waste?
That’s correct! Recycled aggregates are derived from construction and demolition waste, helping to promote sustainability. Let's remember this using the acronym 'NAR' for Natural, Artificial, and Recycled.
Great job today! Let's summarize: natural aggregates come from the earth, artificial are man-made, and recycled come from previous constructions.
Now let's dive into how we classify aggregates by size. What do you think is the difference between coarse and fine aggregates?
Coarse aggregates are larger, right?
Correct, Student_4! Coarse aggregates are retained on a 4.75 mm sieve, while fine aggregates pass through that and are retained on a 75 µm sieve. Can someone tell me what fillers are?
Fillers are the smallest particles that pass through the 75 µm sieve.
Exactly! And remember the sizes: coarse is greater than 4.75 mm, fine is between those sieves, and fillers are below 75 µm. Let’s memorize this using the mnemonic 'C-F-F': Coarse-Fine-Filler.
To wrap up, too small or too large can affect concrete performance, so we must choose wisely!
The last classification we need to discuss is shape. Can anyone describe the different shapes of aggregates?
There's rounded, angular, flaky, and elongated shapes.
Well done! Each shape has a unique impact on the strength and workability of the pavement mix. Why do you think rounded aggregates might be preferred in some cases?
Maybe they pack better and are easier to work with?
Absolutely! Rounded aggregates are known for better packing and lower friction. It helps to remember this by using the rhyming phrase 'Rounded sinks like a stone, angular stays alone'.
In summary, the shape affects the stability and workability of aggregates, crucial for proper pavement construction.
Aggregates can be classified into natural, artificial, and recycled based on their origin.
Coarse aggregates are larger than 4.75 mm, fine aggregates are between 4.75 mm and 75 µm, and fillers are smaller than 75 µm.
The shape of aggregates influences how they pack and bond in concrete.
Aggregates from rock and soil, in coarse and fine, we toil.
Imagine building a road with different types of riches from nature, including sand at the beach and gravel from the hills. They all come together to create something strong.
Remember NAR for the sources: Natural, Artificial, Recycled.
For size, use CFF: Coarse, Fine, Filler.
Term
Natural Aggregates
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Coarse Aggregates
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Shape Classification
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Materials like sand, gravel, and crushed stone that occur in nature.
Man-made materials such as slag and sintered fly ash.
Aggregates sourced from construction and demolition waste.
Aggregates retained on a 4.75 mm sieve.
Aggregates passing through a 4.75 mm sieve and retained on a 75 µm sieve.
Aggregates that pass through a 75 µm sieve.
The physical form that influences the bonding and packing of aggregates.
Aggregates can be classified based on their source, size, and shape, influencing their impact on pavement construction.
This section covers how aggregates are categorized into natural, artificial, and recycled types, further detailing size classifications as coarse, fine, and fillers, along with their shapes. Understanding this classification is crucial for determining their suitability for various pavement structures.
Aggregates, which constitute 70-80% of the volume of bituminous and cement concrete pavements, can be classified into multiple categories based on different attributes that affect the overall strength and durability of road infrastructure. The primary classifications discussed in this section include: