Fresh and hardened concrete
Concrete has two lives. Fresh concrete, for the first few hours, is a plastic mix that must be transported, placed, compacted and finished without separating. Hardened concrete, from setting onwards, must carry loads and resist weather and chemicals for decades. Good concrete needs both lives to go right, and most defects in the hardened state start with mistakes in the fresh state.
The key fresh properties are workability (how easily it flows and compacts), cohesion (resistance to segregation of stone from paste), and bleeding (water rising to the surface). Workability is checked by the slump test for ordinary mixes, the compaction factor or Vee-Bee tests for stiff mixes, and slump flow for self-compacting concrete. Setting time and temperature matter in hot weather and for long pours. Air content matters for freeze-thaw resistance.
Hardened properties include compressive strength, the main specification parameter, measured on cubes in India at 28 days; tensile and flexural strength, roughly a tenth and an eighth or so of compressive strength; modulus of elasticity; shrinkage and creep; and durability properties such as permeability and resistance to chloride or sulphate. Strength depends chiefly on the water-cement ratio and on compaction and curing. Grade names like M30 mean a characteristic cube strength of 30 MPa: the strength below which no more than 5 percent of results are expected to fall.
Between the two lives lies setting. Initial set is when the mix starts to stiffen and can no longer be properly vibrated; final set is when it has hardened enough to resist light pressure. Placing must finish well before initial set, and a fresh layer must be placed on the previous one before it sets, or a cold joint forms.
Make cubes from the same truck you are placing, and record slump and temperature with each set.
Target mean strength: f′ck = fck + 1.65 sFlexural strength (IS 456): fcr = 0.7 √fckModulus (IS 456): Ec = 5 000 √fckCharacteristic strength: 5 percent fractile of results
Judging concrete only by its 28-day cube result while ignoring segregation and honeycombing seen in the member itself.
Problem. For M30 concrete with an assumed standard deviation of 5 MPa, find the target mean strength, flexural strength and modulus.
- f′ck = 30 + 1.65 × 5 = 38.25 MPa (also compare with the code's alternative rule and use the higher value).
- fcr = 0.7 × √30 = 3.83 MPa.
- Ec = 5 000 × √30 = 27 386 MPa ≈ 27.4 GPa.
Answer. Target ≈ 38.3 MPa; fcr ≈ 3.8 MPa; Ec ≈ 27.4 GPa
Quick quiz
1What does M30 mean?
Characteristic 28-day cube strength of 30 MPa.
2Name two fresh concrete properties.
Workability and cohesion (also bleeding, setting time).
3Which test checks self-compacting concrete flow?
Slump flow.
- 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.
- IS 1199 (India): Methods of sampling and analysis of fresh concrete, including slump.
- IS 516 (India): Methods of testing concrete for strength (cubes and related tests).
Clauses and documents to read
- IS 456:2000 cl. 6.2 (properties of concrete)
- IS 1199 (Part 2):2018 (slump and other workability tests)
- IS 516 (Part 1/Sec 1):2021 (compressive strength)
- IS 10262:2019 cl. 4.2 (target strength)
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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