Home › B.Tech Civil › civilengineering › Workability of Fresh Concrete › Per §5.4.3, in the Compacting Factor Test the co…
Per §5.4.3, in the Compacting Factor Test the compacting factor is computed as:
A{'text': 'Compacting factor = E divided by D', 'label': 'A'}
B{'text': 'Compacting factor = D plus E', 'label': 'B'}
C{'text': 'Compacting factor = D divided by E', 'label': 'C'}
D{'text': 'Compacting factor = D minus E', 'label': 'D'}
Answer & Solution
Correct answer: C. {'text': 'Compacting factor = D divided by E', 'label': 'C'}
1. §5.4.3: 'Compaction factor = D/E', where D = weight of partially compacted concrete (after free fall through both hoppers into the cylinder) and E = weight of fully compacted concrete (cylinder refilled and rammed).
2. Hence a mix with higher workability will have a higher compacting factor.
_Source: IGNOU ET-522 Block-2 Unit-5 Workability & Fresh Concrete-I, §5.4.3, p. 11_
Related questions
Per §5.6, remedial measures listed by the source for excessive bleeding include all the foPer §5.6, harmful effects of bleeding listed in the source include all of the following EXPer §5.6, 'laitance' formed at the surface of concrete by bleeding is:Per §5.6, 'bleeding' of concrete is best defined as:Per §5.5, segregation in fresh concrete refers to:Per §5.4.6 (Vee-Bee Consistometer Test), the test is described as most suitable for assessPer §5.4.5, in the Kelly Ball test the minimum depth of concrete needed for a valid resultPer §5.4.5 (Kelly Ball Test), the metal hemispherical indenter used has a diameter of abou