Civil Engineering - Concrete Technology - Discussion
Discussion Forum : Concrete Technology - Section 1 (Q.No. 23)
23.
The following proportion of the ingredients of concrete mix, is not in conformation to arbitrary method of proportioning
Discussion:
23 comments Page 3 of 3.
Sant Thakur said:
1 decade ago
Because we did not seen any where 1:2:8 & 1:4:10 in our code books.
Er. Amit goel said:
1 decade ago
Can you please tell us the Grade of 1:2:8. Because this is not a proper graded concrete mix proportion. Coarse aggregate %age is very high so there is 99% chance of aggregation.
S.Raghuraman said:
1 decade ago
We should not encourage 1:2:8 & 1:4:10 mixes in the field since they will develop honey comb and instability in strength.
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