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Construction tips

Cracks in Concrete and Plaster: Causes, Types and How to Prevent Them

Not every crack is dangerous, but every crack has a cause. Learn to read the common types and stop most of them before they start.

By GDA Infrastructure Editorial TeamPublished 2 min read
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Quick answer

Most cracks in concrete and plaster come from plastic shrinkage (surface drying within hours), drying shrinkage (over weeks), thermal movement, settlement of fresh concrete, reinforcement corrosion, and junctions between different materials. Prevent them with a low water-cement ratio, proper compaction, timely and adequate curing, correct cover, mesh at concrete-brick junctions, appropriate cement (PPC/OPC 43 for plaster) and joints where needed. Wide, growing or diagonal cracks in structural members need an engineer.

Common crack types

Crack typeWhen it appearsTypical lookMain cause
Plastic shrinkageWithin hoursShort, parallel or map cracks on slab surfaceRapid surface drying
Plastic settlementWithin hoursCracks above top barsConcrete settling around steel
Drying shrinkageWeeks to monthsFine cracks, map pattern in plasterLoss of moisture, rich or wet mixes
CrazingDaysFine hexagonal networkOver-trowelling, rich surface
ThermalDays to yearsStraight cracks across membersHeat of hydration or seasonal movement
Junction cracksMonthsAlong column/beam–brick jointsDifferent materials moving differently
Corrosion cracksYearsAlong bar lines, rust stainsInadequate cover, chlorides, carbonation
StructuralAny timeDiagonal, wide or growingOverload, settlement, design or construction defects

Prevention: concrete

  1. Keep water-cement ratio low — see water-cement ratio.
  2. Compact thoroughly with vibrators.
  3. Protect and cure early, especially in heat and wind — see curing and hot weather concreting.
  4. Provide correct cover using proper cover blocks.
  5. Choose suitable cement — PPC or PSC for massive sections to reduce heat.
  6. Provide joints in large slabs and long walls as designed.

Prevention: plaster

  1. Use PPC or OPC 43 — avoid OPC 53 for plaster. See OPC 53 vs 43.
  2. Use clean, well-graded sand — silty sand increases shrinkage. See silt content test.
  3. Do not over-rich the mix — follow 1:4 to 1:6 as specified.
  4. Wet the masonry before plastering (not soaked, not dry).
  5. Fix chicken mesh across concrete-brick junctions.
  6. Apply thick plaster in two coats, letting the first stiffen.
  7. Do not over-trowel.
  8. Cure for at least 7 days.

When to call an engineer

  • Cracks wider than about 1–2 mm in structural members
  • Diagonal cracks near openings or corners
  • Cracks that are growing (mark ends and date them to monitor)
  • Rust stains or spalling along cracks
  • Doors or windows that start to jam
  • Floors that slope or sink

Repairing minor cracks

  • Hairline plaster cracks: fill with flexible crack filler or acrylic putty before painting.
  • Non-structural concrete cracks: clean, then seal with suitable polymer-modified mortar or sealant.
  • Leaking cracks on roofs: treat as part of waterproofing.

Never just paint over a growing crack.

Key takeaways

  • Most cracks come from drying, heat, settlement and junctions.
  • Low water, good compaction, cover and curing prevent most of them.
  • Get wide, diagonal or growing cracks checked by an engineer.

Frequently asked questions

Why do cracks appear in new plaster?

Common causes are rich mixes, silty sand, over-trowelling, applying plaster on dry walls, thick single coats and poor curing.

Are hairline cracks in walls dangerous?

Hairline cracks in plaster are usually shrinkage cracks and are not structural. Wide, diagonal or growing cracks should be checked by an engineer.

How can I prevent cracks between brick walls and columns?

Fix galvanised chicken mesh across the junction before plastering so the plaster bridges the two materials.

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This guide is general information for planning and buying. Quantities, grades and methods for your structure must follow your approved drawings, your engineer’s specification and the applicable Indian Standards.