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Physical causes of concrete deterioration
Short answer
Physical causes include freezing-thawing (water expansion causing scaling/cracking), thermal effects (differential expansion, fire spalling), shrinkage cracking, abrasion, erosion/cavitation, salt crystallization, and wetting-drying cycles. All increase permeability; control by low w/c, air entrainment, and good curing.
Explain the physical causes of concrete deterioration.
Physical causes act by mechanical, thermal or moisture processes without changing the chemical composition of cement paste.
| Cause | Mechanism | Effect and control |
|---|---|---|
| Freezing and thawing | Water in pores freezes, expanding by 9%, causing hydraulic pressure; repeated cycles | Scaling, cracking, D-cracking. Use air entrainment (4 to 7%), low w/c, sound aggregate |
| Thermal effects (temperature cycle, fire) | Differential expansion/contraction; above 300 °C paste loses water, above 500 °C Ca(OH)2 decomposes | Cracking, spalling, loss of strength. Joints, cover, insulation |
| Shrinkage and moisture movement | Drying shrinkage restrained by steel/supports | Cracks, which open the way for aggressive agents. Low w/c, curing, joints |
| Abrasion | Wear by traffic, sliding or rolling | Surface loss in pavements, floors. Hard aggregates, high strength, surface treatments |
| Erosion and cavitation | High velocity water with silt, or vapour bubbles collapsing | Pitting of spillways. Smooth surface, high-strength concrete |
| Salt crystallisation | Salt solution crystallises in pores on drying | Pressure causing scaling and efflorescence. Dense concrete, membranes |
| Wetting and drying | Moisture gradients cause cyclic stress | Cracking and surface deterioration |
All physical processes increase permeability and speed up chemical attack, so low w/c, good curing and compaction help in all of them.
✓ Answer checked by Claude Sonnet 5.5
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