Home › B.Tech Civil › civilengineering › Workability of Fresh Concrete › Per §5.4.1, a SHEAR slump (rather than a true sl…
Per §5.4.1, a SHEAR slump (rather than a true slump) in the slump test typically indicates:
A{'text': 'A very stiff and highly cohesive mix', 'label': 'A'}
B{'text': 'A lack of cohesion / harsh mix that may segregate', 'label': 'B'}
C{'text': 'A perfectly placed mix ready for vibration', 'label': 'C'}
D{'text': 'A high strength and durable concrete in service', 'label': 'D'}
Answer & Solution
Correct answer: B. {'text': 'A lack of cohesion / harsh mix that may segregate', 'label': 'B'}
1. §5.4.1: 'Shear Slump often indicates lack of cohesion. It tends to indicate harsh mixes or mixes prone to segregation. It may indicate that the concrete is not suitable for placement.'
2. True slump = general subsidence of a plastic mix. Collapse slump = lean / harsh / wet mix.
_Source: IGNOU ET-522 Block-2 Unit-5 Workability & Fresh Concrete-I, §5.4.1 and Fig. 5.1, pp. 8-9_
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