S.B.Kulkarni AVP, Technical Services and

Clinton Pereira Dy.Manager Technical-UltraTech Cement Ltd, Mumbai

Concrete failures at site are associated to several reasons; right from concrete mix design, properties of materials used, mixing, placing, compaction, curing procedures and many more. There are many misconceptions about the duration of curing of concrete, especially when we refer to site conditions. On many occasions, it is found that the curing period of concrete elements, plasters, brickwork, etc is left to the discretion of the site staff. Improper curing is considered as one of the significant reasons for concrete failures in columns, beams, slabs, pavements, etc, evident in the form of cracks, which are easily noticeable by the naked eyes. The vertical member like a column, in particular, is one of the most victimized RCC elements which must be carefully cured, as the entire load from the slabs and beams are supported by columns and transferred to the foundations. Unfortunately, adequate curing is not given much importance at most of the sites leading to reduction in the durability of the structure.

Curing of concrete plays a major role in developing the microstructure and pore structure of concrete. Curing of concrete means maintaining moisture inside the body of concrete during the early ages and beyond in order to develop the desired properties in terms of strength & durability. A good curing practice involves keeping the concrete damp until the concrete is strong enough to do its job. However, good curing practices are not always religiously followed in most of the cases, leading to a weak concrete. This article summarizes various aspects of curing of concrete which can be of valuable assistance in adopting good construction practices at site.

Importance of Curing

Curing is the process of controlling the rate and extent of moisture loss from concrete to ensure an uninterrupted hydration of Portland cement after concrete has been placed and finished in its final position. Curing also ensures to maintain an adequate temperature of concrete in its early ages, as this directly affects the rate of hydration of cement and eventually the strength gain of concrete or mortars.

Curing of concrete must begin as soon as possible after placement & finishing and must continue for a reasonable period of time as per the relevant standards, for the concrete to achieve its desired strength and durability. Uniform temperature should also be maintained throughout the concrete depth to avoid thermal shrinkage cracks. Also protective measures to control moisture loss from the concrete surface are essential to prevent plastic shrinkage cracks.

In a nut shell, curing process is designed primarily to keep the concrete moist by controlling the loss of moisture from the body of concrete, during the given period in which it gains strength.

Reasons to Cure Concrete

There are several important reasons why one should cure concrete:

Significance of Curing of Concrete for Durability of Structures
Figure 1: Effect of duration of water curing on strength of concrete(CCAA, data sheet, April 2006, figure-1, page2)
  • Concrete strength gain - Concrete strength increase with age as moisture and a favorable temperature is present for hydration of cement. An experimental investigation was conducted by "Cement, Concrete & Aggregates Australia" (CCAA) and the same was published in their data sheet on "Curing of Concrete," which has been included in this article for reference. Figure-1 illustrates a comparison of the strength of concrete at 180 days of moist curing with various periods of moist curing (0, 3, 7, 14 & 28 days) and then allowing it to dry out. From the graph below, it can be observed that concrete allowed to dry out immediately, achieves only 40% of the strength of the same concrete water cured for the full period of 180 days.
  • Improved durability of concrete – The durability of concrete is affected by a number of factors including its permeability, porosity and absorptivity. Well cured concrete can minimize thermal, plastic & drying shrinkage cracks, making concrete more water tight, thus preventing moisture and water borne chemicals from entering into the concrete and thereby increasing its durability.
  • Enhanced serviceability - Concrete that is allowed to dry out quickly undergoes considerable early age shrinkage. Inadequate curing contributes to weak and dusty surfaces having a poor abrasion resistance.
  • Improved microstructure - Material properties are directly related to their microstructure. Curing assists the cement hydration reaction to progress steadily and develops calcium silicate hydrate gel, which binds the aggregates leading to a rock solid mass, makes the concrete denser, decreases the porosity and enhances the physical and mechanical properties of concrete.
Significance of Curing of Concrete for Durability of Structures

Right Time to Cure Concrete

  • After concrete has been placed in its final position and during the initial set, bleed water rises to the concrete surface as plastic settlement occurs. During this period, if the rate of evaporation of bleed water is greater than the rising water, plastic shrinkage of the concrete occurs. Initial mist curing is necessary to keep the surface moist to prevent the surface from drying out.
  • Between initial set and final set, intermediate curing would be needed if the finishing is complete prior to final set. This may be in the form of a barrier which prevents the loss of moisture from the concrete surface. e.g. covering the concrete surfaces with plastic sheets, waterproof paper, etc.
  • After final set, meticulous curing will have to be done as per the procedures selected. e.g. water curing methods-Ponding, Misting, wet coverings with hessian cloth, Impermeable membrane curing, Curing compounds, etc.

Duration of Curing

The duration of curing of concrete depends on the grade & type of cement, mix proportion, desired concrete strength, shape and size of the concrete member and environmental & exposure conditions. The duration may vary from few days to a month.

IS-456:2000 provisions for duration of Curing (Indian Standard-Plain & Reinforced concrete-Code of Practice, 4th revision, page 27)

Exposed surfaces of concrete shall be kept continuously damp or in a wet condition by ponding or by covering with sacks, canvas, hessian or other similar material and kept continuously wet for atleast 7 days from the date of placing, in case of Ordinary Portland Cement (OPC) and atleast 10 days when mineral admixtures or blended cements are used. In case of concrete where mineral admixtures or blended cements are used, it is recommended that the above minimum periods may be extended to 14 days, for assisting the secondary reaction.

Significance of Curing of Concrete for Durability of Structures

Methods to Cure Concrete

Methods of curing concrete broadly fall into the following categories:
  • Water curing-preventing the moisture loss from the concrete surface by continuously wetting the exposed surface of concrete.
  • Membrane curing-minimizing moisture loss from the concrete surface by covering it with an impermeable membrane.
  • Steam curing-keeping the surface moist and raising the temperature of concrete to accelerate the rate of strength gain.
Significance of Curing of Concrete for Durability of Structures
Figure 2: Mist curing of freshly placed concrete
Water Curing - is done by spraying or sprinkling water over the concrete surface to ensure that the concrete surface remains continuously moist. This prevents the moisture from the body of concrete from evaporating and contributes to the strength gain of concrete.
  • Ponding This is the most common and inexpensive method of curing flat surfaces such as floor slabs, flat roofs, pavements and other horizontal surfaces. A dike around the edge of the slab, which may be sub-divided into smaller dikes, is erected and water is filled to create a shallow pond. Care must be taken to ensure that the water in the pond does not dry up, as it may lead to an alternate drying and wetting condition.
  • Sprinkling, fogging & mist curing: Using a fine spray or fog or mist of water can be an efficient method of supplying water to the concrete surface especially during hot weather, which helps to reduce the temperature of concrete, eventually conserving moisture inside the body of concrete.
  • Wet coverings: Water absorbent fabrics such as hessian, burlaps, cotton mats, rugs etc. may be used to maintain water on the concrete surface by completely covering the surface immediately after the concrete has set. They must be continuously kept moist to prevent the fabric from absorbing water from the body of concrete, due to capillary action.
Significance of Curing of Concrete for Durability of Structures
Figure 3: Straw sprinkled with water Figure 4: Curing of concrete pavements

In rural areas, straw sprinkled with water regularly can be used to cure concrete. Care must be taken when using straw, as dry straw can fly away if the wind velocity is very high and it can also cause fire hazards. Moist earth, sand or saw dust can be used to cure horizontal surfaces. However, staining of the surface can occur due to certain organic matter, if present.

Impermeable Membrane Curing

Formwork Leaving the formwork in place during the early age of concrete is one of the most efficient methods of curing, especially for columns. However, the turn around time of the formwork reduces considerably.

Plastic sheeting Plastic sheets form an effective barrier to control the moisture losses from the surface of the concrete, provided they are secured in place and are protected from damage. They must be placed immediately after the final set of concrete without causing any damage to the surface. On flat surfaces like slabs, pavements, etc they must be properly secured to the surface and must extend beyond the edges of the slab, so that they are not blown away by gusty winds. Also foot, machinery and vehicular traffic must be avoided over the plastic sheet, to prevent damage. For vertical surfaces, the member must be thoroughly wrapped and the edges taped to prevent loss of moisture from the concrete surface. Plastic sheet may be transparent or colored depending upon the ambient temperature prevailing during that particular season. The efficiency of this system can be enhanced by flooding the concrete surface of the slab with water, under the plastic sheet.

Significance of Curing of Concrete for Durability of Structures
Figure 5&6: Concrete protection systems during initial stage using framed enclosures & plastic sheets

Membrane curing compounds - Curing compounds are wax, acrylic and water based liquids which are sprayed over the freshly finished concrete to form an impermeable membrane that minimizes the loss of moisture from the concrete. These are cost effective methods of curing where standard curing procedures are difficult to adopt. When used to cure concrete the timing of the application is critical for maximum effectiveness. They must be applied when the free water on the surface has evaporated and there is no water sheen on the surface visible. Too early application dilutes the membrane, where as too late application results in being absorbed into the concrete. Care must be taken to avoid foot, machinery and vehicular traffic over the concrete surface to prevent damage of the coating.

For concretes with low w/c ratio, the use of curing compounds may not be suitable for curing. When hydration takes place the relative humidity of interior concrete drops leading to self-drying of concrete. Under such circumstances, wet curing provides an external source of water to replenish the water utilized in the hydration process. Curing compounds may also prevent the bond between the hardened and the freshly placed concrete overlay. For example Curing compounds should not be applied to two lift pavement construction. Similarly, curing compounds should not be applied to concrete surface which will be receiving plasters, decorative & protective paints, etc, as it affects the adhesion.

Steam Curing

Steam curing is a process for accelerating the early hardening of concrete and mortars by exposing it to steam and humidity. This type of system is most commonly used for precast concrete products where standard products are manufactured in the factory and the turnaround time of the formwork is very quick. In the curing chamber, the control of temperature and humidity is of prime importance or else the concrete products are likely of fracture, crumble and develop other problems later in their service lives. This type of curing systems are generally adopted for railway sleepers, concrete blocks, pipes, manhole covers, poles, pipe culverts, prestressed precast concrete products, and so forth.

Curing in Hot and cold weather requires additional attention.

Hot weather

During hot weather, concrete must be protected from excessive drying and from direct sun and wind. Curing materials which reflect sunlight to reduce concrete temperature must be used. Water curing is recommended and care should be taken to prevent excessive stress caused by alternative wetting and drying or by cold water on warm concrete. Framed enclosures of canvas tarpaulins or sun shades may be used to protect the concrete from direct sunlight.

Cold weather

Some problems associated with temperature below 4o C are:
  1. Freezing of concrete before adequate strength is developed
  2. Slow development of concrete strength
  3. Thermal stresses induced by the cooling of warm concrete to cooler ambient temperatures.
In cold weather, some procedures like heated enclosures, insulating blankets & curing compounds may be used. The temperature of fresh concrete must be kept above 100C by using heated raw materials and the curing shall be continued for a longer period of time till concrete gains the desired strength.


The chemical reactions between cement & water produces C-S-H gel which bonds the ingredients of concrete, viz. coarse & fine aggregates, mineral admixtures, etc, and converts these fragments into a rock solid mass. This is possible only if continuous curing is done for atleast 14 days; irrespective of the type of cement used. It is understood that blended cements require prolonged curing to convert calcium hydroxide into C-S-H gel. However, in case of OPC as well, voids within the concrete mass gets filled up and disconnected by the formation of C-S-H gel after about 10 days of curing. To have a dense microstructure and impermeability, prolonged curing is a must which leads to enhanced durability. Well designed concrete may give poor durability if not properly cured and on the other hand a moderately designed concrete if well cured can give a better durability. Hence importance of curing should never be ignored.

It has been observed that at several sites in India curing of concrete is left to the decision and comfort of the unskilled laborer. Site engineers & supervisors should put an extra effort to ensure that curing is not ignored at site & they should provide the necessary resources to maintain satisfactory levels of curing, by using the best technique available at site. Just as a new born baby, when it comes into this world needs the utmost care for its development and protection from this new environment, in the similar manner, a freshly placed concrete requires proper protection and care from the encapsulating & aggressive environment. Strictly adopting good curing practices at site will help concrete to achieve the properties of designed strength, enhanced durability, improved microstructure and a long lasting serviceability.


We would like to thank Mr. Hemendra Shribatho, Manager-Technical, UltraTech Cement Ltd, for offering various suggestions in writing this article.

We would also like to thank Mrs. Aarti Pereira, Adjunct professor, University at Buffalo, USA, for proof- reading the final version of the article and offering suitable suggestions.


  • "Cement, Concrete & Aggregates Australia" (CCAA), Data sheet, April 2006, pages 1-7.
  • "National Ready Mixed Concrete Association" (NRMCA), Data sheet, CIP-11-Curing In Place Concrete, pages 1&2.
  • Kosmatka Steven H, Kerkhoff Beatrixa & Panarese William C, "Design and Control of Concrete Mixtures", EB001, 14th edition, Portland Cement Association, pages 219-223.
  • Vincent T. H. CHU, "A Closer Look at Prevailing Civil Engineering Practice – What, Why and How?"
  • Builder 3&2 Volume 01 – "Construction manual for building structures"
  • D.M. Roy, G.M. Idorn, "Concrete Microstructure" Strategic Highway Research Program, National Research Council, Washington, DC 1993.
  • IS 456:2000, Indian Standard-"Plain & Reinforced concrete-Code of Practice", 4th revision, page 27.
IIT Madras uses Solar Thermal Energy to Recycle Waste concrete
Researchers at the Indian Institute of Technology Madras have developed a treatment process using solar thermal energy to recycle construction and demolition debris. Waste concrete from demolition was heated using solar radiation to produce recycled concrete

Read more ...

Textile Reinforced Concrete - A Novel Construction Material of the Future
As a new-age innovative building material, TRC is especially suited for maintenance of existing structures, for manufacturing new lightweight precast members, or as a secondary building material to aid the main building material. Textile Reinforced Concrete

Read more ...

Technological Innovation for Use of Bottom Ash by-product of Thermal Power Plants in the Production of Concrete
The day is not far for the adoption of this innovative, eco-friendly, and cost-effective bottom ash – concrete process technology by construction agencies undertaking road/infrastructure project works, real estate developers, ready mix concrete (RMC) operators

Read more ...

Headed Bars in Concrete Construction
Using headed bars instead of hooked bars offer several advantages like requirement of reduced development length, less congestion, ease of transport and fixing at site, better concrete consolidation, and better performance under seismic loads.

Read more ...

Sustainability of Cement Concrete - Research Experience at CRRI on Sustainability of Concrete from Materials Perspective
It can be said that ever since the publication of the document of World Commission on Environment and Development [1], the focus of the world has diverted towards sustainability. Gro Harlem Bruntland [1] defined sustainable development as “development

Read more ...

Shrinkage, Creep, Crack-Width, Deflection in Concrete
The effects of shrinkage, creep, crack-width, and deflection in concrete are often ignored by designers while designing structural members. These effects, if not considered in some special cases such as long span slabs or long cantilevers, may become very

Read more ...

Concrete Relief Shelve Walls - An Innovative Method of Earth Retention
Relief shelve walls are a unique concept that use only conventional construction materials like PCC / RCC / steel reinforcements, and work on a completely different fundamental to resist the lateral load caused due to soil. Information on the various dimensions

Read more ...

Carbon Neutrality in Cement Industry A Global Perspective
Increasing energy costs, overcapacity, and environmental pollution are the top concerns of the cement industry, which is one of the major contributors to CO2 emissions. Dr S B Hegde, Professor, Department of Civil Engineering, Jain College of Engineering

Read more ...

Finnish company Betolar expands to Indian concrete markets with a cement-free concrete solution
Betolar, a Finnish start-up, and innovator of geopolymer concrete solution Geoprime®, has expanded its operations to Europe and Asian markets including India, Vietnam and Indonesia. Betolar’s innovation Geoprime® is the next-generation, low carbon

Read more ...

Why Fly Ash Bricks Are Better Than Clay/Red Bricks
It is estimated that in India each million clay bricks consume about 200 tons of coal and emit around 270 tons of CO2; on the other hand, with fly ash bricks production in an energy-free route, there are no emissions. Dr. N. Subramanian, Consulting

Read more ...

Low Fines, Low Viscosity, Self-Consolidating Concrete for Better Impact on CO2 Emissions
Production of low fines SCC with increased robustness in a highly flowable, less viscous condition meeting true SCC specifications is now a reality to help realise the architect’s and engineer’s dream of various complex profiles and shapes in

Read more ...

Methods & Factors for Design of Slabs-on-Grade
Sunitha K Nayar, gives the grouping of slabs-on-grade based on the design philosophies and a brief overview of the different design methods, the commonalities between design strategies in terms of the input parameters, assumed and estimated parameters, and the

Read more ...

FIBERCRETE®: Synthetic Fibers for Concrete Reinforcement
Kalyani Polymers is offering world-class made-in-India Synthetic Micro & Macro Concrete Fiber Products for the Construction Industry under the brand name FIBERCRETE®. Concrete is an integral part of any construction project, it can be roads, tall structures

Read more ...

Climate Control Concrete
Leading cement and concrete maker ACC has unveiled a revolutionary thermal insulating climate control concrete system in India. Sridhar Balakrishnan, MD & CEO, ACC Limited, discusses its attributes, applications, and benefits for home builders, architects

Read more ...

Innovations in Crack Bridging with Self-Healing Bacteria in Concrete
Dr. Manjunatha L R, Vice President - Direct Sales & Sustainability Initiatives, and Raghavendra, Senior officer, JSW Cement Limited, discuss bacterial concrete that can meet the requirements for strength, durability, and self-healing of cracks.

Read more ...

Sustainable Development Through Use of Self-Curing Concrete
Dada S. Patil, Assistant Professor, Civil Engineering Department, AIKTC, Panvel, Navi Mumbai, Maharashtra; Dr. S. B. Anadinni, Professor & Associate Dean (Core Branches), School of Engineering, Presidency University, Bengaluru; and Dr. A. V. Shivapur, Professor

Read more ...

Developing a Corrosion Resistant RCC Structure
Samir Surlaker, Director, Assess Build Chem Private Limited, emphasizes the importance of a clear cover for a concrete structure since concrete as a porous material needs protection of its reinforcement. Along with the thickness (quantity) of cover, the porosity of

Read more ...

Quest for Higher Strength Concrete From HSC to UHPC
Concrete technology has come a long way since the Romans discovered the material, with a number of ingredients, which include a host of mineral and chemical admixtures, besides of course, the Portland cement, aggregates (coarse and fine), and water. These ingredients

Read more ...

Modelling Methods for Protection of RCC Structures
Anil Kumar Pillai, GM, Ramco Cements, discusses two major softwares (Life 365 and DuraCrete), used in the industry for protection of RCC structures. The common design approach is faulty because we consider only the loading aspect, whereas the environmental aspect is equally

Read more ...

Bajaj Reinforcements LLP - Introduces Fibre Tuff heavy-duty synthetic fibres that offer a range of benefits to concrete
Fibre Tuff, macro synthetic polypropylene fibres, are heavy-duty synthetic fibres that are specially engineered for use as secondary reinforcements, providing excellent resistance to the post cracking capacity of concrete. They are replacing steel fibres in a range

Read more ...