SLUMP & COMPACTION FATOR – WHAT IS THE RELATION BETWEEN THEM?
|October 28, 2014|Concrete,Concrete Technology,新利客户,Tests On Concrete,Tests On Fresh Concrete|3 Comments
Generally we specify workability of concrete in terms of itsslump testvalue. But sometimes it is also specified by another test calledcompaction factor. The relation between slump and compaction factor is roughly as follows.
Relation Between Slump & Compaction factor
| Workability | Slump in mm | Compaction factor |
| Very stiff | – | 0.70 |
| Stiff | 0 to 25 | 0.75 |
| Stiff plastic | 25 to 50 | 0.85 |
| Plastic | 75 to 100 | 0.90 |
| Flowing | 150 to 175 | 0.95 |
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Suryakanta
Geotechnical-Material Engineer. You can follow me onInstagram. You can connect me onGoogle +. To know more about me just visitAboutMe
3 Comments
What if I obtained different results from both two tests with using a same concrete sample?
I want to know the quality of concrete
How much slumptest value for good concrete then compaction factor also.
regards.
Murali.ch
i want to what kind of properties of workability.. or we can say that where to use slump cone and where to use compaction factor..!!