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Durability

Intermediate Concrete Technology Reviewed 24 Oct 2026 2 min read

A durable concrete keeps doing its job for its design life, often 50 to 100 years, without major repair. Most real deterioration is driven by water carrying aggressive agents into concrete. Durability therefore rests on low permeability, adequate cover, the right materials for the exposure and good curing.

The main mechanisms are corrosion of reinforcement, triggered either by carbonation, which lowers the alkalinity that protects steel, or by chlorides from sea water, de-icing salts or contaminated materials; sulphate attack, which forms expansive products in the paste; alkali-aggregate reaction between reactive silica in some aggregates and alkalis in cement; freeze-thaw damage; acid attack in sewers and industrial floors; and abrasion. Each has its own defence: low water-cement ratio and good cover against corrosion; sulphate-resisting or blended cements against sulphates; non-reactive aggregate or low-alkali binder with fly ash or slag against alkali-aggregate reaction; air entrainment against frost.

compressiontension steel
Diagram: Indiacon original, not to scale.

Codes link exposure classes to maximum water-cement ratio, minimum cement content, minimum grade and nominal cover. Performance tests such as rapid chloride permeability, water permeability and sorptivity check that the concrete delivered actually resists penetration. Inspections of older structures use cover meters, half-cell potential, carbonation depth with phenolphthalein and chloride profiles.

Design life thinking helps. A structure in a marine splash zone may need lower water-binder ratio, more cover, blended cement and sometimes coatings or corrosion inhibitors, while an interior column in a dry building needs much less. Spending a little more on the right materials at the start usually saves far larger repair bills, traffic closures and safety risks later in the life of a bridge, jetty or parking structure.

Tip

Specify durability by exposure class and check the delivered concrete with a penetration test, not only cubes.

Key formulas
  • Carbonation depth: x = k √t
  • Time to reach cover c: t = (c / k)²
  • Fick's second law (chloride diffusion, simplified): C(x,t) = Cs [1 − erf(x / (2√(D t)))]
Common mistake

Treating cover as a tolerance to be cut when bars are congested; lost cover means lost service life.

Solved example

Problem. Carbonation reached 12 mm in 16 years. How long until it reaches the 30 mm cover?

  1. k = 12 / √16 = 3 mm per √year.
  2. t = (30 / 3)² = 100 years.
  3. If cover were only 20 mm, t = (20/3)² ≈ 44 years: cover matters greatly.

Answer. About 100 years at 30 mm cover

Quick quiz

1What two agents most often start rebar corrosion?

Carbonation and chlorides.

2Why do fly ash and slag help against alkali-aggregate reaction?

They reduce available alkalis and refine pores.

3How is carbonation depth measured?

Spraying phenolphthalein on a freshly broken surface.

Code note
  • 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. 8 (durability of concrete)
  • IS 456:2000 cl. 8.2.2.1 (exposure conditions)
  • IS 456:2000 cl. 26.4.2 (nominal cover for durability)

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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