FAQs

1. What is durability? How significant is it in construction?

The environment has a vital impact on the life of every structure. While foundations have to withstand the action of water and chemicals in the soil, superstructures are subjected to weathering action and attack by harmful chemicals present in the atmosphere.

In order for a construction to perform its structural function, it is required not only to be strong but also to be durable. It is important that the structure retains its original form, quality and serviceability throughout its lifetime. This is an aspect of durability that is desired in construction. Durability assumes even greater significance for concrete structures in coastal regions where it is subjected to harsh and frequent onslaughts of weather.

The microstructure and properties of any material change with environmental interaction. When the properties of the material deteriorate to such an extent that it is no longer safe to use the material, it is considered to have reached the end of its service life.

The problems of deterioration and mishaps due to collapsing buildings, in the past few years, have underscored an important point in the design and construction of buildings, whatever their nature. Builders, engineers and architects need to give equal importance to strength parameters and durability characteristics.

2. What are the socio-economic implications of durability?

Durability has economic implications. It has been found that about 40 percent of the total resources of the construction industry are applied to repairs and maintenance. Replacement costs of parts, or of the entire structure increases the lifecycle costs, rather than the initial costs. With no controls exercised on the various repair materials and practices, it often leads to repeated repairs and uncontrolled costs. Maintenance and lifecycle costs escalate. This is another reason why building-in strength and durability features into construction is of primary importance.

Ecologically, also, there is a need to conserve natural resources by making materials last longer. Premature failures of buildings make the human costs also very high.

3. What is meant by deterioration of concrete?

Cement concrete is an alkaline/basic material. Being porous in nature it is vulnerable to both physical and chemical attacks. Deterioration starts on the surface, gradually extends inside and then gets aggravated, leading to its final destruction.

Precise detailing, good materials, correct structural design, proper mix proportions, standard construction practices with regard to mixing, placing, compacting and curing, are equally important in making good concrete. Less importance given during any of these steps means an invitation to deterioration process.

4. What are the types of physical deterioration of concrete?

Abrasion is the wearing-off of the concrete surface, e.g. as in pavements, industrial floors, etc.

Erosion of concrete takes place in canal linings, spillways, pipes, etc., through the action of solid particles in suspension. Dense and strong concrete is safe against such damages.

Cracks develop inside concrete due to pressures exerted by the process of crystallization of salts, like sulphates and chlorides, entering into the concrete from the surface in the form of solutions. Cracks also develop due to heating and cooling, as well as wetting and drying.

Cracks are, initially, discontinuous micro-cracks that later get interconnected and start allowing the circulation of air, carbon dioxide and water along with injurious chemicals, which cause further deterioration. Dense, strong, and impermeable concrete can prevent the development of these micro-cracks.

Fire is another agent of deterioration. It allows the building to maintain its structural integrity for some hours, which often facilitates rescue operations. But temperatures above 500oC cause surface spilling and loss of strength due to the decomposition of hydrates.

5. What are the deterioration processes in concrete due to chemical reactions?

The main causes of chemical deterioration in concrete are the aggressive agents in the environment carried by air and water.

Concrete is normally alkaline, with a pH value above 14. If, due to chemical reactions, the alkalinity drops below 12.5, the environment becomes aggressive.

Rain water, ground water, sea water, sewage, industrial effluents, etc., carry carbon dioxide, sulphates and chlorides in combination with sodium, calcium, magnesium, etc. Magnesium salts are found to be most aggressive.

6. What property of concrete allows and results in deterioration processes?

Permeability of concrete is what allows maximum damage. Deterioration in concrete begins with loss of water-tightness.            

When air or water is allowed to penetrate the concrete, carrying chemicals dissolved or dispersed in it, the concrete is said to be permeable. Permeability is mainly the hydraulic conductivity of water. Pore size, continuity of pores, micro cracks from weathering, loading effects and their connectivity determine the permeability of concrete.

Cement pastes, as well as aggregates have pores and influence permeability. Low cement content, high water cement ratio, poor proportioning, inadequate mixing, improper compaction, and insufficient curing affect the process of hydration, development of hydration products, pore size, pore distribution and, consequently, the permeability of concrete. The aggregate paste bond becomes weak and allows micro crack formation.

Durability is a factor that is also closely linked with the permeability of concrete. Thus, any activity that arrests permeability ensures durability.

7. What is sulfatic attack?

Concrete is vulnerable to sulfatic attack, because the tricalcium aluminate (C3A) constituent of Portland cement reacts with sulphate ions in the presence of free lime which is liberated during the hydration of the cement in order to form calcium sulfoaluminate hydrates (Ettringite).
The ettringite occupies a larger volume than the original reaction compounds of the hydrated cement, giving rise to internal stresses. This leads to cracking of the concrete and, subsequently, to its disintegration.

Concrete made with SRPC is less vulnerable to sulphate attack because its C3A content is much lower than that of Ordinary Portland Cement, thereby reducing the formation of ettringite.

Sources of sulphates


Sulphates are distributed widely in nature, and are present virtually in all the soils. They are also found in seawater, marshy areas and in some arid regions the aggregates are also contaminated with sulphates.
Concrete placed in soil or water containing sulphates is vulnerable to chemical attack. The degree of attack will depend on the concentration and type of sulphate present. The most common sulphates are calcium sulphate (Gypsum) sodium sulphate and magnesium sulphate (Epsom Salt). Calcium sulphate is the least soluble as compared to magnesium and sodium sulphates. Ammonium sulphate and magnesium sulphate are most aggressive to cement and concrete.

8. How do sulphates attack a concrete construction?

The most common occurrence of sulphate attack can take the form of progressive loss of strength. Up to 0.1 percent sulphates in soils and 1500 PPM in water can be tolerated. If present in greater quantities, sulphates cause the deterioration of concrete.

Sulphates change the chemistry of concrete, combining with the calcium aluminates present in it, to cause an expansion that results in cracks. Deterioration due to seawater is not stop limited to buildings in close proximity to the sea alone. Moisture from the sea is carried on to the surrounding land by the winds, and thus the chemicals also affect the buildings along coastal regions.

9. How can both strength and durability be ensured in a construction?

Strength and durability go together. One cannot be ensured at the cost of the other. It is not that the initial cost alone has to be minimum. Durability brings down the lifetime cost of a building.

Ensuring the selection of proper materials, not only cement but also aggregates, testing them before use, making a proper mix design, a good structural design, proper batching, mixing, placing, compacting, and curing make a structure strong and durable.

10. How do your obtain the best concrete?

Begin with the right type of cement and good and clean aggregates.

For the desired grade of concrete, workability, exposure conditions, minimum cement content, level of quality assurance, the maximum water cement ratio is decided and the mix proportions should be designed using standard methods.

Materials should be batched by mass and water by measured volume.

Materials should be mixed in a mechanical mixer, for at least two minutes.

Use rigid formwork that prevents loss of concrete slurry.

Concrete should be placed without segregation, compacted by vibration and allowed adequate moist curing.

11. With early deshuttering will I get my dream house faster? How much time is needed for curing and removal of formwork?

Early stripping of formwork - propagated as an added 'economy' due to the high early strength attained by concrete can lead to the elimination/evaporation of the mixing water and, if the curing is inadequate, it can have further adverse effect on the permeability and hence the durability of concrete. The result, cracks in the concrete, pealing paint and plaster, and heavy costs of repairs.           

It is recommended that curing should be done for 14 days with high levels of supervision. Curing ideally should be continued for 21 days. For concrete slabs and columns curing should be started after 12 hours of placing the concrete and the surface should be kept moist and protected from direct sunlight and hot air/wind.

The Bureau of Indian Standards (BIS) has set the following timings for

Removal of shutterings.

Walls columns and vertical faces of all structural members : 24 to 48 hours.

Slabs (props left under)                                                : 3 days.

Beam soffits (props left under)                                     : 7 days.

Removal of props under slabs

I.   Spanning up to 4.5m                                                : 7 days
II. Spanning over 4.5m                                                  : 14 days.

Removal of props under beams and arches

I.   Spanning up to 6m                                                   : 14 days
II. Spanning up to 6m                                                    : 21 days

 

 

 

 

 

 

 

 

 

 

 

 

 

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