Curing
Curing means keeping concrete moist and at a suitable temperature for long enough that the cement can hydrate. Hydration needs water. If the surface dries early, the outer few centimetres, the cover zone that protects the steel, never develop their full strength and density, and plastic and drying shrinkage cracks appear. Good curing is cheap, and poor curing undoes good mix design.
Methods fall into two groups. Water-adding methods keep the surface wet: ponding on slabs, sprinkling, wet hessian or sand, and immersion for precast units. Water-retaining methods stop evaporation: plastic sheets, leaving formwork in place and curing compounds sprayed on as a membrane. Accelerated methods such as steam curing are used in precast yards to reach handling strength quickly.
The minimum curing period depends on cement and weather. Ordinary Portland cement concrete is commonly cured for at least seven days, and longer for blended cements with fly ash or slag, which gain strength more slowly, and in hot, dry or windy weather. Hot-weather concreting adds measures such as cooled water, ice, shade and night pours. Cold weather slows hydration and risks freezing of young concrete. Mass concrete needs temperature control because the core heats up while the surface cools, and the difference causes cracking.
Start curing as soon as the surface can take it without damage; the first 24 hours matter most.
Maturity: M = Σ (T − T₀) Δt (°C-hours, T₀ ≈ −10 °C)Strength ratio rises roughly with log of maturityEvaporation risk rises with wind speed, air temperature and low humidity
Stopping water curing after two or three days because the slab "looks hard".
Problem. A slab is kept at 25 °C for 3 days and then 15 °C for 4 days. Using the maturity method with datum −10 °C, compare its maturity with 7 days at 20 °C.
- First 3 days: (25 + 10) × 72 = 2 520 °C-h.
- Next 4 days: (15 + 10) × 96 = 2 400 °C-h. Total = 4 920 °C-h.
- Reference: (20 + 10) × 168 = 5 040 °C-h.
- The slab has about 98 percent of the reference maturity, so roughly similar strength.
Answer. About 4 920 °C-h, close to 7 days at 20 °C
Quick quiz
1Why is curing most important for the cover zone?
The surface dries first and protects the steel.
2Name two water-retaining curing methods.
Plastic sheets and curing compounds (also leaving formwork in place).
3Why do blended cements need longer curing?
They gain strength more slowly.
- IS 456 (India): Plain and reinforced concrete: general rules for materials, durability, design and construction.
- IS 10262 (India): Guidelines for proportioning concrete mixes.
- IS 383 (India): Coarse and fine aggregate for concrete: requirements.
- IS 269 (India): Ordinary Portland cement: requirements.
Clauses and documents to read
- IS 456:2000 cl. 13.5 (curing)
- IS 7861 (Part 1):1975 (hot weather concreting)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- M. S. Shetty, Concrete Technology: Theory and Practice, S. Chand, latest edition.
- A. M. Neville, Properties of Concrete, Pearson, 5th edition.
- P. K. Mehta, P. J. M. Monteiro, Concrete: Microstructure, Properties, and Materials, McGraw Hill, latest edition.
Free and official sources
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