Selecting workability for shallow sections with vibration: For concreting shallow members that will be compacted using mechanical vibration, which workability level is most appropriate?

Civil Engineering Structural Design Specifications Difficulty: Easy
Choose an option
  • A
    Very low (harsh, extremely stiff mix)
  • B
    Low (stiff but placeable with vibration)
  • C
    Medium (moderate slump without segregation)
  • D
    High (flowing, high slump)
  • E
    Very high (self-consolidating range without vibration)

Answer

Correct Answer: Low (stiff but placeable with vibration)

Explanation

Introduction / Context:Workability selection depends on member geometry and compaction method. When efficient vibration is available, mixes need not be very flowable; lower slumps reduce segregation and bleeding while still enabling full compaction.

Given Data / Assumptions:

  • Shallow sections (short placement depth, relatively simple reinforcement).
  • Mechanical vibration is used for compaction.
  • Objective is adequate compaction with minimal segregation.

Concept / Approach:With vibration, a low to moderate slump suffices. Very high workability is unnecessary and can trigger segregation, especially in shallow members where confinement is limited.

Step-by-Step Solution:Step 1: Match workability to compaction method: vibration allows stiffer mixes.Step 2: Prefer lower slump ranges (often termed “low”) to control bleeding/segregation.Step 3: Select “Low” as most appropriate for shallow sections with vibration.

Verification / Alternative check:Handbooks list slump ranges: for vibrated RC, low slump is commonly recommended for slabs and shallow beams, provided placement is not congested.

Why Other Options Are Wrong:Very low: Risk of honeycombing if vibration/placement is not excellent.Medium: Acceptable in some cases, but “low” better targets vibration efficiency and segregation control.
High/Very high: Unnecessary with vibration; increase segregation risk and water demand.

Common Pitfalls:

  • Choosing high slump “for ease” and then suffering edge bleeding and coarse aggregate settlement.
  • Ignoring reinforcement congestion; if very congested, reassess to medium slump or use plasticizers.

Final Answer:Low (stiff but placeable with vibration)

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