Which of the following statements is true? A. Impermeability is a property of fresh concrete. B. Impermeability is NOT a property of fresh concrete. C. Impermeability has nothing to do with concrete at all.

Which of the following statements about impermeability is true?

A. Only A (Impermeability is a property of fresh concrete)
B. Only B (Impermeability is NOT a property of fresh concrete)
C. Both A and B
D. None of these
Correct Answer: B. Only B (Impermeability is NOT a property of fresh concrete)

📚 Detailed Explanation: Impermeability is a Property of Hardened Concrete, Not Fresh

Why B (Only B) is correct: Impermeability — the resistance to water seeping through a concrete mass — can only be measured and is only relevant in hardened concrete. Fresh concrete is a fluid, plastic mass with no formed pore structure; the concept of impermeability does not apply to it. Statement A is therefore wrong; Statement B is correct.

Properties of Fresh Concrete vs. Hardened Concrete

State Key Properties Examples
Fresh concrete Rheological / workability properties Workability, plasticity, consistency, cohesion, segregation resistance, bleeding tendency
Hardened concrete Mechanical and durability properties Compressive strength, tensile strength, impermeability, durability, creep, shrinkage, modulus of elasticity

Impermeability of Hardened Concrete

Factor Effect on Impermeability
Higher w/c ratio More capillary pores → lower impermeability (more permeable)
Larger aggregate size More paste-aggregate interfaces and transition zones → lower impermeability
Proper aggregate grading (more fines) Better void-filling → higher impermeability
More cement content More hydration products fill pores → higher impermeability
Full compaction No entrapped air voids → higher impermeability
Longer curing More C-S-H gel fills capillaries → higher impermeability
  • Impermeability is a property of hardened concrete, not fresh concrete.
  • Ordinary concrete is NOT perfectly impermeable — it always absorbs some water.
  • Permeability increases with w/c ratio and aggregate size; decreases with cement content and curing.

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