Civil Engineering - Concrete Technology - Discussion

It should option B.

By adding pozzolana to cement it will increase the strength.

Pozzolana cement concrete.

-> Less heat of hydration.

-> Used in dams, thick structures, retaining walls, abutments, foundation etc where more concrete is to be placed.

-> Low strength for first 28 days. After 28 days it gains strength equals to OPC.

-> Responsible for ultimate strength.

The increase in strength is in comparison to the ordinary cement. In case of Pozzolana Portland Cement, the rate of increase in strength is slower. It is therefore that it has the property of emitting less heat of hydration thereby reducing shrinkage cracks. At site it is advisable to use PPC instead of OPC if you have the advantage of time.

Let’s analyse each option carefully concerning pozzolana (such as fly ash, silica fume, volcanic ash) when added to cement, typically forming Portland Pozzolana Cement (PPC):

1. Decreases workability:
Actually, pozzolana increases workability due to its finer particles and smooth surface texture. So this statement is false.

2. Increases strength:
Pozzolana contributes to long-term strength, but initial strength is lower than Ordinary Portland Cement (OPC). So this statement is partially true, but not generally correct in early stages.

3. Increases heat of hydration:
Pozzolanic materials reduce the heat of hydration, making PPC suitable for mass concreting. So this is false.

4. Decreases curing time :
Pozzolana increases the time required for strength gain, so curing time should be longer, not shorter.

Hence, none of these options are correct as per how pozzolana behaves.

The addition of pozzolana to ordinary Portland cement increases shrinkage but reduces the permeability of the concrete.

Advantages: It increases the workability. It can reduce permeability.

Yes, b is the correct answer.

Most of the bits are wrong.

Ca(OH)2 + pozzolana = C-S-H (Denser Gel).
There by increasing the Strength.

B is the correct option. I agree.

The strength of the concrete is increased, its density is increased.

Efflorescence is decreased.

The propensity for alkali-silica reaction (reaction with glass) is decreased or even virtually eliminated.

Pozzolana. Responsible for quick setting so option E.