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High-performance concrete

Advanced and Design Concrete Technology Reviewed 24 Oct 2026 2 min read

High-performance concrete (HPC) is designed for properties beyond ordinary practice: high strength, very low permeability, high durability in aggressive exposure, high early strength or high elastic modulus. It is used in tall-building columns, long-span bridges, marine structures, metro tunnels, nuclear and industrial plants, and wherever a long service life is required in harsh conditions.

The key is a low water-binder ratio, typically 0.25 to 0.35, made workable with superplasticisers. Supplementary materials refine the pore structure: silica fume, extremely fine and highly reactive, fills spaces between cement grains and reacts with calcium hydroxide to form extra binding gel; fly ash and ground granulated blast-furnace slag improve long-term strength and resistance to chlorides and sulphates. Aggregates must be strong, clean and well graded, because at high strengths the aggregate and its bond can govern.

aggregatepasteair + water
Diagram: Indiacon original, not to scale.

HPC needs discipline on site. Low water content makes it sticky and sensitive to delays; high binder content raises the heat of hydration, so large pours need temperature control to avoid thermal cracking; and the absence of bleed water means surfaces dry quickly, so curing must begin at once to prevent plastic shrinkage cracks. Autogenous shrinkage, the self-drying of very dense paste, also needs attention.

IS 456 lists grades up to M80 as high-strength concrete, and IS 10262 includes proportioning for high-strength mixes. Specification is often performance-based: required strength, chloride permeability or diffusion, and maximum temperature in the core.

Tip

Plan temperature control for thick HPC sections before the first pour.

Key formulas
  • Water-binder ratio w/b = water / (cement + mineral admixtures)
  • Absolute volume: Σ (mass_i / (SG_i × 1 000)) + air = 1 m³
Common mistake

Retempering a sticky HPC mix with water on site.

Solved example

Problem. An HPC mix has 150 kg/m³ water at w/b = 0.30, with binder made up of cement 385 kg, fly ash 75 kg and silica fume 40 kg. SG: cement 3.15, fly ash 2.20, silica fume 2.20. Air 1 percent. Check the binder total and find the volume left for aggregates.

  1. Binder = 150 / 0.30 = 500 kg; 385 + 75 + 40 = 500 kg, which matches (silica fume is 8 percent of binder).
  2. Volumes: cement 385 / 3 150 = 0.1222; fly ash 75 / 2 200 = 0.0341; silica fume 40 / 2 200 = 0.0182; water 0.1500; air 0.0100 m³.
  3. Paste plus air = 0.3345 m³.
  4. Aggregate volume = 1 − 0.3345 = 0.6655 m³, to be split between fine and coarse aggregate.

Answer. Binder 500 kg/m³; about 0.666 m³ left for aggregate

Quick quiz

1What water-binder range is typical for HPC?

About 0.25 to 0.35.

2How does silica fume improve concrete?

It fills fine pores and reacts with calcium hydroxide to form extra binding gel.

3Why must curing start immediately on HPC?

It has almost no bleed water, so surfaces dry and crack quickly.

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 15388 (India): Silica fume for use in concrete: specification.
  • IS 16714 (India): Ground granulated blast furnace slag for use in cement, mortar and concrete: specification.
  • EN 206 (Europe): Concrete: specification, performance, production and conformity.
  • ACI 318 (USA): Building code requirements for structural concrete.

Clauses and documents to read

  • IS 456:2000, Table 2: grades of concrete (high-strength grades up to M80)
  • IS 10262:2019: mix proportioning, including high-strength concrete

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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