Civil Engineering - Concrete Technology - Discussion

Discussion Forum : Concrete Technology - Section 4 (Q.No. 44)
44.
For the construction of thin R.C.C. structures, the type of cement to be avoided, is
ordinary Portland cement
rapid hardening cement
low heat cement
blast furnace slag cement
sulphate resisting cement.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
32 comments Page 1 of 4.

Shubham Kumar said:   2 years ago
It should be RAPID HARDENING CEMENT because it has high heat of hydration and high shrinkage which renders it unsuitable for construction of thin RCC structures.
(2)

Muhammad rafique rana said:   1 year ago
Blast Furnace Slag Cement (BFSC) is a good option for thin R.C.C. structures!

BFSC has:
- Lower heat of hydration
- Reduced shrinkage
- Improved durability
- Resistance to sulfate attack

It's a suitable choice for thin R.C.C. structures because it:
- Reduces the risk of cracking
- Provides better workability
- Offers improved long-term performance

So, to correct my previous response, Blast Furnace Slag Cement is a suitable option for thin R.C.C. structures, whereas Rapid Hardening Cement is the one to be avoided.
(1)

Lalit kumar rai said:   3 years ago
A blast furnace is a low-heat cement so here diff between a blast furnace and low-heat cement is clear. Blast furnace slag cement and low-heat cement are both used for dams etc massive concrete work and they give low strength in the initial days.
(1)

Amrut darii said:   7 years ago
For thick structure - low heat cement.

For thin structure - blast furnace slag cement.

Mian Khan said:   8 months ago
The correct answer is: **low heat cement**.

Explanation:

For the construction of *thin reinforced concrete (R.C.C.) structures*, the *type of cement to be avoided* is *low heat cement*.

Here's why:
*Low heat cement** is designed to produce *less heat of hydration* during the setting and hardening process. This is useful for large structures (like massive foundations or dams) where excessive heat generation could lead to cracking due to thermal expansion.

However, *thin R.C.C. structures* typically do not have the same concerns about heat buildup, and the slower rate of strength development associated with low-heat cement may be disadvantageous for these applications.

Suresh Mandal said:   3 years ago
The correct answer is D because we only use blast furnace slag cement for thick so we will avoid it for thin RCC structures.

Nazir said:   3 years ago
The given answer is correct, option D look at the type of cement to be avoided.

Prabhu said:   4 years ago
Rapid hardening is correct.

Prabhu said:   4 years ago
Rapid hardening is the correct answer. Because they react with steel and its use in Highway patch work.

MJM GCEK said:   4 years ago
Correct answer should be low heat cement.


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