For a satisfactory workable concrete with a constant W.C. ratio increase in aggregate cement ratio ……………………..

For a satisfactory workable concrete with a constant W.C. ratio increase in aggregate cement ratio ……………………..

A. Increases the strength of concrete
B. Decreases the strength of concrete
C. No effect on the strength of concrete
D. None of these
Correct Answer: B. Decreases the strength of concrete

📚 Detailed Explanation: A/C Ratio at Constant W/C

Abrams' Law specifies that w/c governs strength at a given aggregate-cement ratio. When A/C changes while w/c is held constant, the absolute cement content changes, which affects the total amount of binding paste per unit volume — and therefore, strength.

Why B (Decreases strength) is correct: Consider two mixes both at w/c = 0.50:
Mix 1: A/C = 4.0 (per m³: ~350 kg cement, 1400 kg aggregate)
Mix 2: A/C = 6.0 (per m³: ~250 kg cement, 1500 kg aggregate)
Mix 2 has less cement paste per unit volume. The paste must coat more aggregate surface area per unit of paste, leading to thinner, weaker paste bonds. The compressive strength of Mix 2 is lower despite the same w/c. While w/c sets the intrinsic paste strength, the A/C ratio determines how much paste is available to bind the aggregate matrix — both matter.

Effect of Changing A/C at Constant W/C

A/C Ratio Cement Content (kg/m³) Paste Volume Strength
4.0 (lower) Higher (~360) More Higher
5.0 (medium) Medium (~290) Medium Medium
6.0 (higher) Lower (~240) Less Lower

Key Concepts for Students

  • Abrams' Law holds strictly only when aggregate type, grading, and A/C ratio are all fixed — w/c is the variable.
  • Increasing A/C at constant w/c reduces cement content, reduces paste volume, and reduces strength.
  • A/C ratio is a secondary parameter after w/c in mix design — it is used to adjust workability and economy.

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