Durability and sustainability
Durability of concrete structure
of paramount importance for the following reason
- Financial investment especially in infrastructure projects is very high. Due to this, building durable structures should be sustained and practiced by the construction industry.
- It is the responsibility of the designer, consultant, engineer to design and build the structure keeping the environmental condition, usage etc in mind. This ensures the long life of the building and adds to durability of concrete.
- Also the selection of right material and construction practices by the contractor are vital practices to be followed.
How do we ensure ‘durable
concrete’?
- Structural design of concrete including the cover to reinforcement.
- The concrete mix design and specification (Water to Cement ratio, maximum cement content, type of cement).
- Workability and cohesiveness.
- Batching/ mixing/ transportation/ placing and compacting.
- The curing process.
- Maintenance and usage during service life.
Deterioration of
concrete can take place basically due to porosity.
Concrete has porosity of
several types:
- Capillary pores: Depending on the water cement ratio, the number of capillary pores can increase. The table shows the age at which capillary pores get blocked with different water cement ratios. It clearly shows that if W/C ratio is more than 0.7, the capillary pores will never be blocked and remain for the entire lifetime of the structure. Meaning, the durability of the structure/ concrete is in equation.
Water
Cement Ratio
|
Age
at which capillary pores become blocked
|
0.40
|
3
days
|
0.45
|
7
days
|
0.50
|
14
days
|
0.55
|
14
days
|
0.60
|
3
months
|
0.70
|
Over
1 year
|
Over
0.70
|
Infinity
|
Coefficient of Permeability represents the level of
permeability of concrete. The table below gives the coefficient of permeability
of concrete made using same materials but with different W/C ratios:
Coefficient of
Permeability for different W/C
Sr.
No.
|
W/C
|
Coefficient
of Permeability (Valenta)
|
1
|
0.35
|
1.05
× 10-3
|
2
|
0.50
|
10.30
× 10-3
|
3
|
0.65
|
1000
× 10-3
|
When the w/c ratio is increased two-fold, the
coefficient of permeability increases thousand-fold. This clearly explains how
important w/c ratio is to durability and strength of concrete.
- Entrapped air: Proper compaction methods should be followed to ensure removal of all entrapped air within the concrete.
- Honey combs: Proper concrete mix and good concrete practice are the key tools to eliminate honeycombs in concrete.
- Cracks: Good concrete practice, right choice of materials, right design and maintenance – all contribute to minimize cracks in concrete.
Deterioration of concrete takes place in stages. The
speed of deterioration and damage to concrete will greatly depend on the
following:
Physical Factors
- Continuous or discountinuous cracks.4weathering effects.
- Cyclic loading of impact loading.
Chemical Factors
- Environmental actions or aggressive chemicals, iron and their penetration.
Entry of Chemicals into Concrete and their
impact
Trigger
|
Impact
|
Chloride
|
Enters
through capillary pores, corrodes reinforcement, causes swelling of concrete
|
Water
|
Enters
through capillary pores, corrodes reinforcement
|
Carbon
Dioxide
|
Reacts
with concrete and deteriorates it
|
Sulphates
|
Reacts
with concrete and deteriorates it
|
For the design purpose of concrete, aggressive
environment is defined depending on the severity of presence of chemicals
stated above.
Preventive measures for corrosion of reinforcement
- Use minimum water cement ratio.
- Avoid entrapped air and segregation during construction.
- Avoid plastic and drying shrinkage cracking of concrete by taking adequate care in designing concrete mix and by proper construction practices especially curing.
- The concrete mix should have good workability and cohesiveness, so that it can be placed and compacted properly.
- Protective coating on steel.
- Another very important preventing measure is to use blended cement containing fly ash or slag.
Type
of Cement
|
Chloride
Diffusion Sq.cm / S × 108
|
OPC
|
4.47
|
Pozzolana
Cement
(70%
OPC & 30% Fly ash)
|
1.47
|
Slag
Cement
(35%
OPC & 65% slag)
|
0.41
|
Sulphate
Resistant Cement
|
10.00
|
The table shows clearly that Pozzolana or Fly Ash
cement Prevent chloride entering into concrete.
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