- Faulty Design
- Improper selection or detailing of reinforcement
- Inadequate joint provision e.g. movement ( expansion or contraction ) joint .
- Under design
- Unsuitable substitution of construction materials when specified materials are unavailable .
- Partially hydrated cement : lumpy cement
- Contaiminated aggregates : aggregates with high salt or silt content .
- Contaiminated water : polluted water used for mixing .
- Reinforcement bars with loose rust & scale , rusty prestressing strand .
- Even with good constituent materials , concrete mixed too long before use can cause difficulties in placing & compacting
- Adding too much water to improve workability : reduce strength , incrase shrinkage
- Inadequate vibration : honeycomb
- Reduce concrete cover
- Improper placing of concrete such as dropping concrete from a great height .
- Lack of curing : imcomplete hydration of cement .
- Essential practice need to be considered include :
-Adequate supplies of the correct materials are available on site when needed .
- Sufficient quality control is provided during the course of the construction .
4. Abuse of Structure
- Overloading - excessive loading beyond the elastic limit of concrete may result in creep , other common defects in concrete as a result of overloading include spalling , cracking , flexural ^ shear fractures & local distingration .
- Lack of Maintenance
- Vandalism
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