Separation of coarse aggregates from mortar during transportation is known as:

Separation of coarse aggregates from mortar during transportation of concrete is known as:

A. Bleeding
B. Creeping
C. Segregation
D. Shrinkage
Correct Answer: C. Segregation

📚 Detailed Explanation: Segregation — Separation of Coarse Aggregate from Mortar

Why C (Segregation) is correct: Segregation in concrete refers to the tendency of the constituent materials to separate from one another. Most commonly this means the heavier coarse aggregates settle or roll away from the lighter cement-sand mortar, especially during transportation or improper handling. IS 456 defines segregation as one of the major defects to be avoided in concrete work.

Types of Segregation

Type What Separates Common Cause
Type 1 — Aggregate separation Coarse aggregate separates from mortar Dropping from height (>1.5 m), transportation on rough roads, excessive vibration
Type 2 — Paste separation Cement paste separates from aggregate Very wet mixes; high w/c ratio; over-vibration

Distinguishing Segregation from Similar Terms

Term Definition What Separates
Segregation Separation of concrete constituents during handling/transport Coarse aggregate from mortar
Bleeding Water rising to the concrete surface Free water migrates upward
Creeping Movement of soil under load; not a concrete defect term
Shrinkage Volume reduction on drying or cooling Not a separation — dimensional change

Prevention of Segregation

  • Do not drop concrete from more than 1.5 m height.
  • Use correctly designed mix (proper w/c ratio, good aggregate gradation).
  • Avoid over-vibration; use vibrators only within the recommended slump range.
  • Use transit mixers with agitation rather than dump trucks for long hauls.

← Back to MCQs on Concrete Operations

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