Civil Engineering - Concrete Technology - Discussion
Discussion Forum : Concrete Technology - Section 1 (Q.No. 4)
4.
Wp and Wf are the weights of a cylinder containing partially compacted and fully compacted concrete. If the compaction factor 
is 0.95, the workability of concrete is
is 0.95, the workability of concrete isDiscussion:
31 comments Page 2 of 4.
Apurva said:
7 years ago
Extremely low - 0.65 - 0.68.
Very Low - 0.75.
Low - 0.83 - 0.85.
Medium - 0.90 - 0.92.
High - 0.95.
Very Low - 0.75.
Low - 0.83 - 0.85.
Medium - 0.90 - 0.92.
High - 0.95.
Alka Gautam said:
7 years ago
Thanks for more explanation.
Kailingtan said:
7 years ago
Why the compaction factor test more suitable for dry mixes?
Mohit said:
8 years ago
Higher workability and lower strength.
M I Sugur said:
8 years ago
Thanks for all your kind information.
Macdonald said:
8 years ago
Thanks for all your help by explaining the solution.
Afajal Afaridi said:
8 years ago
More compaction concrete then high density .95.
Gurdev singh said:
9 years ago
Thank you all for the given explanation.
Ganesh yadav said:
9 years ago
Please expiain it clearly.
Dhiraj P Chaudhari said:
9 years ago
For a good workability, compaction factor must be between (0.7 - 0.95).
Extremely low - 0.65 to 0.68.
Very low - 0.75.
Low - 0.83 to 0.85.
Medium - 0.90 to 0.92.
High - 0.95.
Extremely low - 0.65 to 0.68.
Very low - 0.75.
Low - 0.83 to 0.85.
Medium - 0.90 to 0.92.
High - 0.95.
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