Innovations In Concrete

The future of earth's most made-made building material.

16 Jun 2021

From self-healing bacteria to Martian materials, innovations in the concrete industry are happening at lightning-fast speed.

Concrete is the material of choice for the tallest buildings in the world and infrastructure designed to last centuries. To meet demands for these cutting-edge projects, concrete must be stronger, more durable and more workable than ever before. This article explores how new products, manufacturing methods and research are developing innovative concretes to meet these new challenges. Bendable concrete, smog eating concrete and carbon capture are just a few examples of new technologies enhancing a product that is nearly 5,000 years in development.

Originally written and published by, this article explores some of these latest innovations.


    Imagine concrete that can clean itself and even the surrounding air of harmful pollutants. That’s what concrete made with titanium dioxide (TiO2) can do. The function of TiO2 cement is to break down harmful pollutants in the air via a reaction catalyzed by light, or photocatalysis due to titanium dioxide which is added to the cement during its production.

    This capability of TiO2 cements was inspired by the ability of certain microbes to break down harmful chemicals by modifying their oxidation state, also through photocatalysis. However, in photocatylitic cements the reaction is carried out by the titanium whereas microbes rely on natural enzymes. The cement breaks down organic as well as inorganic pollutants, and it is intended to be used for projects in urban centers where air pollution and poor air quality are most pronounced.

    An example of how TiO2 cements break down pollutants can be seen in its conversion of nitrogen dioxide (NO2), a harmful compound mostly produced by burning fuels in cars and trucks. Nitrogen dioxide is one of the compounds responsible for acid rain, smog, respiratory problems and staining of buildings and pavements. The reaction with sunlight produces hydroxyl radicals which react with NO2 to produce NO3 which is dissolved by water after reacting with the cement surface.

    Research data of TX Active®, a TiO2 cement marketed by Lehigh Hanson (a division of HeidelbergCement Group) in the US, indicates that “up to 50% of these atmospheric pollutants could be reduced in some cities if only 15% of the buildings and roads were resurfaced with TX Active® cement.” TX Active® was first used for the curved panels on the Jubilee church (also known as Dives in Misericordia Church) in Rome, which used the photocatalytic cement panels for its stylistic shells.

    Since then, Italcementi (a division of HeidelbergCement Group) has dedicated decades of research to photocatalytic cement products. This cement is promising in its potential to greatly improve urban life and the environment.

    Case Study: Jubilee Church, Rome, Italy

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    According to architects Richard Meier and partners, the Jubilee Church in Rome was “conceived as part of Pope John Paul II’s millennium initiative to rejuvenate parish life within Italy.” The project consists of the church itself as well as both secular housing and housing for the clergy. The church is most easily distinguished by the three large concrete shells which are meant to represent the Holy Trinity. Given the symbolic importance of the shells, their appearance is an absolute priority. Thus, due to the fact that the shells need to remain in pristine condition, it was only natural that “self-cleaning” TX Active® photocatalytic concrete was used to ensure that the shells would not accumulate stains due to smog. Completed in 2003, the photocatalytic shells have notably remained clean and white, performing constant self-maintenance.



      Bendable concrete is 300-500 times more ductile than conventional concrete.

      Bendable concrete presents an efficient alternative primarily in the construction and maintenance of infrastructure, where concrete is subject to harsh weather conditions and extreme loading.

      The design which gives bendable concrete, or engineered cementitious composite (ECC), its impressive ductility is based off nacre, the substance that coats the inside of abalone shells. Nacre is composed of small aragonite platelets that are held together by natural polymers, allowing it to be both hard and flexible as platelets are free to slide side to side under stress. This effect is mimicked in bendable concrete by dispersing tiny fibers throughout.

      Victor C. Li of the University of Michigan, where ECC was first researched and invented, states that bendable concrete “can deform up to 3 to 5 percent in tension before it fails, which gives it 300 to 500 times more tensile strain capacity than normal concrete”. It is of course this incredible ability to tolerate tensile strain that makes bendable concrete unique.

      This enormous increase in ductility suggests various potential applications. Firstly, in roads as well as other paved surfaces which must bear repeated loading of heavy vehicles, bendable concrete would crack less often, preventing further weathering primarily from road salts which corrodes steel reinforcement. Further, due to ECC’s capacity to absorb greater quantities of energy without being damaged, it can be used to make reinforcing elements such as the dampers on the Seisho Bypass Viaduct in Japan, which is roughly 28 kilometers long. Dr. Li also states that ECC has been employed as earthquake resistance in tall buildings in Tokyo and Osaka and further suggests that ECC would be useful in underground construction as well as the construction of water infrastructure.

      However, before it can be more widely commercialized for such large-scale projects, bendable concrete must become more readily available. To be economically viable, it must be supplied efficiently and not overused on projects. But, it is paramount that design professionals be made aware of the product and its potential as they might otherwise overlook a promising concrete option for structures that require the ability to deal with considerable tensile strain.

      Bendable concrete also has self-healing capabilities. Because bendable concrete keeps cracks relatively small, natural reactions within the hardened concrete generate “healing” products through carbon mineralization and continuous hydration which repairs the cracks and restores the durability of the concrete. Bendable concrete is a promising technology that already has proven itself through commercialization by several companies.

      In fact, fiber reinforced concrete is not new. Many companies supply fibers for use in concrete with the objective of improving strength and durability of concrete in some way. Fiber reinforced concrete accomplishes this by incorporating fibers made of steel, glass or organic polymers (plastics). Sometimes naturally occurring fibers such as sisal and jute have been used as well. These fibers are primarily used to combat plastic shrinkage and drying shrinkage which can otherwise crack and damage the concrete.

      This resistance to shrinkage and subsequent cracking is the key to extending the lifespan of concrete, decreasing the frequency of costly repairs. Fibers also keep existing cracks from widening and further damaging the concrete when they do appear. And more recently, steel fibers are being used in structural applications to reduce the amount of traditional steel reinforcing bars, saving time and labour.

      Case Study: 42 Broad, Fleetwood, New York

      42 Broad is a 16-story mixed-use development near New York City being built with Insulating Concrete Form (ICF). ICF construction is becoming more mainstream with thousands of projects built in the US, but still considered innovative by many. ICFs sandwich a reinforced concrete wall between forms made of rigid polystyrene insulation that stay in place after the concrete hardens. There are several taller ICF buildings in Canada, but at 16 stories, 42 Broad will be the tallest in the US.

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      The real innovation on this project is panelising the Amvic ICF blocks and using HelixTM steel fiber reinforcement. The ICFs are assembled off-site in a nearby plant and arrive at the jobsite as custom panels up to 50 feet long which results in labour and time savings on the job site, meaning the owner can occupy the building earlier. Part of what makes this process possible is the use of steel fibers in the ready mixed concrete to replace the horizontal reinforcing steel which eliminates costly horizontal rebar slices.

      LafargeHolcim is one of the first companies to commercialize bendable concrete with a product called Ductal®. Ductal® is an ultra-high-performance concrete (UHPC) that incorporates fibers into the concrete mixture in order to improve strength and ductility along with a host of other benefits. LafargeHolcim distributes the premix powder, fibers and admixtures necessary to produce Ductal® to their partners, who then mix it into concrete. LafargeHolcim states that they use “high carbon metallic fibers, stainless fibers, poly-vinyl alcohol (PVA) fibers or glass fibers” to increase the concrete’s ability to withstand tensile loads and deformation.

      Ductal® is also less porous than conventional concrete, making it more resistant to chlorides, acids, and sulfates. It is also generally much more impermeable to water, making it ideal for roofing as well. In addition, Ductal® has self-healing properties. This bendable concrete has been thoroughly researched and is commercialized.

      Case Study: Perez Art Museum, Miami, Florida


      The Perez Art Museum in downtown Miami is notable largely for its application of Ductal® ultra-high-performance concrete (UHPC). The museum houses roughly 200,000 square feet of indoor and outdoor space for the presentation of modern and contemporary art. However, the property comes with one significant challenge.

      The museum is built on Biscayne Bay, where it is subject to sea air and salt.

      Additionally, it is at risk of tropical storms and hurricanes and thus must withstand the forces associated with these extreme weather events. Ductal® was used to produce roughly 100 16-foot-long mullions to support the world’s largest impact resistant window at the time of its construction in 2013. The concrete mullions were made to be thin, maximizing visibility, while also meeting the Florida building code for hurricane resistance.

      Graphene concrete is concrete reinforced by graphene. Graphene is a single layer of carbon atoms, tightly bound in a hexagonal honeycomb lattice. Layers of graphene stacked on top of each other form graphite, a naturally occurring, crystalline form of carbon most commonly used in pencils and lubricants. The separate layers of graphene in graphite can be separated into sheets only one atom thick. Graphene is the thinnest compound known to man, the lightest material known and the strongest compound discovered, over 100 times stronger than steel. Graphene concrete is made by suspending flakes of graphene in water, then mixing that water with traditional concrete ingredients such as cement and aggregate.

      This technology’s strength largely lies with its accessibility given that it is inexpensive, and compatible with modern, large scale manufacturing requirements. According to a research paper published in the Advanced Functional Materials journal, entitled “Ultrahigh Performance Nanoengineered Graphene–Concrete Composites for Multifunctional Applications,” graphene concrete impressively shows a “146-percent increase in compressive strength as compared to regular concrete, a 79.5-percent increase in flexural strength, and a decrease in water permeability of almost 400 percent.” In addition to its increased strength, graphene concrete is also more environmentally friendly, since it requires less cement than is typically required to produce concrete at a specified strength. Alternatively, higher strength graphene concrete could be used to produce smaller structural elements, thus reducing the amount of material used.


        Like most manmade materials, concrete is considered a carbon dioxide (CO2) emitter, mainly due to the cement manufacturing process. But what if you could reverse that process and capture or sequester CO2 in concrete through natural processes or carbon capture technologies.

        Carbonation is a naturally occurring process by which carbon dioxide (CO2) penetrates the surface of hardened concrete and chemically reacts with cement hydration products to form carbonates. For in-service concrete, carbonation is a slow process with many dependent variables. The rate decreases over time. This is because carbonation decreases permeability and carbonation occurs from the surface inward, creating a tighter matrix at the surface making it more difficult for CO2 to diffuse further into the concrete. While slow, the carbonation process does result in an uptake of some of the CO2 emitted from cement manufacturing, a chemical process called calcination. Theoretically, given enough time and ideal conditions, all of the CO2 emitted from calcination could be sequestered via carbonation. However, real world conditions are usually far from ideal.

        The rate of CO2 uptake depends on exposure to air, surface orientation, surface-to-volume ratio, binder constituents, surface treatment, porosity, strength, humidity, temperature, and ambient CO2 concentration. Predicting how much CO2 is absorbed by in situ concrete is difficult. What is known is that rates of CO2 uptake are greatest when the surface-to-volume ratio is high, such as when concrete has been crushed and exposed to air.

        In one of the most comprehensive studies, Xi, et al, published a summary of their research in the article “Substantial Global Carbon Uptake by Cement Carbonation,” in the journal Nature Geoscience, November 2016. The research quantifies the natural reversal of the calcination process—carbonation. Using analytical modeling of carbonation chemistry, they were able to estimate the regional and global CO2 uptake between 1930 and 2013. They estimate that the cumulative amount of CO2 sequestered in concrete is 4.5 Gt in that period. This offsets 43% of the CO2 emissions from production of cement caused by the calcination process. They conclude that carbonation of cement products represents a substantial carbon sink.

        Two areas of research and commercialization offer considerable enhancements to this CO2 uptake process. The most basic approach is enhanced carbonation at end-of-life and second-life conditions of concrete. This might not be considered innovative, since it would simply mean changing the way demolished concrete is collected and treated before re-use. If conditions are right, and particle size is small, crushed concrete can potentially absorb significant amounts of CO2 over a small period, such as one year or two and thus leaving crushed concrete exposed to air before re-use would be beneficial.

        The other commercially viable technologies accelerate carbonation. This is accomplished either by injecting CO2 into concrete, curing concrete in CO2 or creating artificial limestone aggregates using CO2.

        A company called CarbonCure uses CO2 captured from industrial emissions, which is then purified, liquefied and delivered to partner concrete plants in pressurized tanks. This is then injected into concrete while the concrete is being mixed which converts the CO2 into a solid-state mineral within the concrete. The minerals formed enhances compressive strength.

        The process reduces CO2 emissions in two ways—through direct sequestration of CO2 injected into the concrete mixture and by reducing cement demand since CarbonCure concrete requires less cement to produce concrete at a specified strength.

        The economic viability of this concrete also makes it a particularly attractive innovation. The cost of the equipment and licensing is offset by the reduction in cement. CarbonCure has installed their technology in over 100 plants across North America which have supplied over two million cubic yards of concrete. This product is sufficiently available to be used now and has already been used to great effect in numerous projects.

        Photo: CarbonCure

        Case Study: 725 Ponce, Atlanta, Georgia

        Completed in 2018, the office building at 725 Ponce De Leon Avenue was constructed using 48,000 cubic yards of CarbonCure concrete. Through their cooperation, structural engineer Uzun+Case and concrete supplier Thomas Concrete were able to greatly reduce the carbon footprint of this project. CarbonCure concrete sequestered 680 metric tons, or 1.5 million pounds, of CO2 which is roughly the amount of CO2 absorbed by 800 acres of US forest each year. The fact that emissions harmful to the environment could be reduced by such a significant factor on this large project, which provides 360,000 square feet of office space, is a perfect example of the viability of carbon capture and sequestration as a sustainable option for concrete construction.

        Solidia Technologies offers another carbon capture technology. It combines a specially formulated cement with CO2 curing to produce concrete, primarily in the precast concrete products industry. Solidia cement is about the same cost as portland cement but significantly reduces CO2 emissions through reduced production energy. This is primarily because Solidia cement uses all of the same materials that are used to produce portland cement but in a different ratio.

        Solidia cement uses less limestone than portland cement, which allows it to be fired at lower temperatures in the same rotary kilns in which ordinary portland cement is currently produced. These lower firing temperatures consume less energy and also produce 30% less greenhouse gases and other pollutants. Additionally, instead of curing in water like conventional concrete, Solidia concrete cures in contact with a CO2-containing atmosphere. Not only does this allow more precision during the curing process, but during curing, Solidia concrete sequesters CO2 equal to 5% of its weight. Between the combined factors of lower material costs, lower fuel costs, and the CO2 sequestered during curing, Solidia claims concrete’s carbon footprint is reduced by 70%. Solidia concrete also offers other practical benefits beyond being environmentally friendly. For example, Solidia states that their concrete experiences reduced efflorescence, meaning that salt staining will appear less severely and less frequently on the surface when it is exposed to water. Additionally, the concrete’s water absorption is reduced, being less than 2%. It has a compressive strength of about 10,000 psi. It takes less pigment to color. And finally, Solidia Concrete is compatible with non-conventional aggregates and recycled glass. This allows further reduction of material cost and environmental benefits.

        Another company using carbon capture technology is Blue Planet Ltd. They offer a product which “combines unpurified CO2 absorbed directly from power plant flue gas or other industrial CO2 emission sources with metal oxides to make limestone used to coat a substrate, making CO2-sequestered construction aggregate. The limestone coating is 44 percent by mass permanently sequestered CO2 waste.” The substrate is usually small rock particles or even recycled concrete.

        Recycled concrete particles are coated with synthetic limestone, forming a coating that is 44% by mass CO2. Photos: Blue Planet Ltd.

        Blue Planet states that carbon-negative concrete is achievable by using their artificial limestone in concrete. They estimate that by replacing the conventional aggregate in one cubic yard of concrete, typically 3,000 pounds worth, 44% of its weight would be comprised of sequestered CO2, roughly 1,320 pounds. This would offset more than the amount of CO2 generally produced by the same amount of conventional concrete made with portland cement, which is roughly 600 pounds per cubic yard. Blue Planet’s limestone-coated light-weight aggregate was specified for the Interim Boarding Area B at San Francisco International Airport in 2016. Concrete testing showed that Blue Planet’s concrete met all necessary specifications.

        Carbon capture and sequestration technology is a promising solution to reducing the carbon footprint of cement and concrete while improving performance. The possibility of vastly reducing CO2 emissions associated with the production of concrete or even going beyond by sequestering more CO2 than are produced during the cement manufacturing process is enticing. Many carbon capture and sequestration technologies are already commercially viable and are currently being used for construction since they can be conveniently produced by existing equipment or by retrofitting existing factories. Overall, carbon capture offers a simple but highly promising solution to reducing the environmental footprint of concrete.


          Self-consolidating concrete (SCC) is highly flowable, non-segregating concrete that can flow into place, fill formwork and encapsulate reinforcement without any mechanical vibration. SCC relies upon a combination of a high proportion of fine aggregate and admixtures called superplasticizers and viscosity-modifiers to achieve a stable and highly flowable concrete.

          The increased ease of use and efficiency of SCC during construction is the basis for many of its principal benefits. First, it can be placed faster than regular concrete while requiring less finishing and no mechanical vibration. It also improves the uniformity of in-place concrete as well as the uniformity of surfaces, reducing or eliminating the need for surface work.

          Additionally, using SCC allows for labor savings as well as increased jobsite safety as it does not require workers to travel the surface of slabs or the tops of walls to mechanically vibrate the concrete. SCC saves time during construction, resulting in cost savings, as well as improving the pumpability of the concrete and the turn-around times of concrete trucks.

          SCC was first developed in 1986 by Prof. Okamura at Ouchi University, Japan, to address shortages in skilled labor. At first, SCC was used in highly specialized projects such as repair work or in areas difficult to reach due to its high cost of production and need for high quality control. The first high production use of SCC was in precast applications where concrete is produced and placed in controlled conditions. In ready mixed concrete applications, SCC was used primarily for heavily reinforced sections and where mechanical vibration was difficult. More recently, SCC is being used in architectural concrete since it results in a surface finish superior to that of conventional concrete. SCC still has a relatively high cost but is gaining popularity where labor is in short supply or where smooth exposed concrete is desired.

          One of the highest profile uses of SCC is in high-rise building projects, proving its commercial viability and success in practical applications. Some considerations to take into account regarding this concrete stem from the fact that it is dependent upon flowability, which may be reduced by hot weather, long haul distances, or jobsite delays. Specifications required for a given job such as flowability and spread can vary, but mixtures can be tested via methods including the slump flow test to determine the extent of the concrete’s plastic properties to ensure that the concrete arriving at a jobsite matches the standards specific to the project itself. SCC is fully commercialized and is used all over the world.

          Case Study: 432 Park Avenue, New York

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          432 Park Avenue in New York City is currently the tallest residential structure in the US. It is an aesthetically simple building that features exposed white concrete columns that structurally reinforce the building in addition to providing the building its most distinctive stylistic attributes. The building is very thin for its height, having a width and length of 93.5 feet and a height of 1,396 feet. Multiple innovative structural methods were used to achieve “minimal displacement, accelerations, and vibrations to meet the most stringent standard” according to an article in STRUCTURE magazine, July 2018. These include, “five outriggers, each spanning over two stories, were devised throughout the height of the tower to serve as positive linkages between the interior core and the perimeter framing, which enhanced the overall performance of the structure”.

          Stiffer concrete with higher compressive strength was used on floors above the 38th to further increase resistance to movement in the upper stories. Further, all concrete cast for 432 Park Avenue was designed for enhanced durability by minimizing the ratio of water to cementitious materials to as low as 0.25 and the concrete was required to be pumpable, self-consolidating, and have a low heat of hydration to facilitate construction and appearance of the exposed structural elements.


            Supplementary Cementitious Materials (SCMs) such as fly ash, slag cement and silica fume are the keys to high performance concretes. What makes these materials so innovative is that most are derived from a waste—byproducts of a manufacturing process that would otherwise end up in landfills. But when these waste materials are combined with portland cement in concrete, they react with certain chemical compounds to produce more binder. As a result, these materials are extremely valuable as SCMs.

            Case Study: 102 Rivonia, Johannesburg, South Africa


            102 Rivonia Road consists of two main buildings with connected walkways in-between to create a sense of connectedness and encourage collaboration between different areas of the office. It was designed with sustainability in mind, being 50% more sustainable than the average office building with a 4-star Green Star SA (South Africa) rating. Air cooled chillers and fire system that recycles used water also contributed to the project’s energy efficiency. Notably, the use of fly ash in the concrete reduced the overall material use of the project by 30%, which also heavily contributed to the project having a lower carbon footprint.

            Because coal power generation started in the early 1900s in the US, but the use of fly ash in concrete was only started to any significant volume in the late 1,900s, it is estimated that about 1.5 billion tons of coal ash has been placed in landfills, of which some is fly ash. And that’s where the innovation comes in. Several companies, understanding the demand for fly ash in concrete is likely to increase have begun to recover fly ash from landfills and treat it using a process called beneficiation.

            Beneficiation simply means taking coal ash from landfills and processing it so it meets the necessary standards for beneficial use. For fly ash, that typically means reducing the amount of unburned carbon in the ash. Carbon tends to have an absorptive quality which inhibits air entraining and water reducing admixtures. There are also other chemicals such as ammonia in some coal ash deposits which must be reduced before use in concrete.

            Several companies have developed processes for harvesting ash from landfills and reducing the unburned carbon and ammonia, calcium, sulfur and other impurities. The simplest process is to burn off the excess carbon. Still other methods use chemical treatment to mitigate the effects of carbon and ammonia and one company uses low-frequency sound to reduce particle size to make them more uniform, a desired characteristic of fly ash. Companies include Boral Resources, Waste Management/Fly Ash Direct, SEFA Group, SonoAsh LLC, and Charah Solutions according an article “Digging Through the Past: Harvesting Legacy Ash Deposits to Meet Future Demand,” authored by Rafik Minkara and published in Issue 1 2019 of Ash at Work magazine.

            Minkara concludes “While the variety of technologies now exist to beneficiate land-filled and ponded ash, the cost and complexity of doing so can be challenging.” He goes on to say “Beneficiation processes can be as simple as using off-the-shelf equipment or as involved as developing customized solutions with high capex requirements.” In the end, it will depend on demand for fly ash. As low-cost supplies diminish over time, the demand is likely to be filled by harvesting and beneficiating the vast supply of coal ash in landfills.


              Although we are likely years away from widespread commercialization, one of the more interesting areas of research and development is on geopolymer concrete which uses fly ash and/or slag and chemical activators as the binder in place of portland cement. Geopolymer concrete is made by using a source of silicon and aluminum, usually fly ash or slag, and combining it with an alkaline activating solution which polymerizes these materials into molecular chains to create a hardened binder. The more common activating solutions include sodium hydroxide or potassium hydroxide which liberates the silicon and aluminum.

              Compressive strength of geopolymer concrete is comparable to portland cement concrete or higher and strength gain is generally faster with strengths of 3,500 psi or higher at 24 hours. Compressive strengths at 28 days have shown to be 8,000 to 10,000 psi. Research shows that geopolymer concrete has lower drying shrinkage, lower heat of hydration, improved chloride permeability, and is more resistant to acids. And its fire resistance is considerably better than portland cement concrete, which is already highly fire resistant, making geopolymer concretes ideal for special high temperature applications.

              To date, most of these products have not developed beyond the research and development stage. One company, Ceratech launched geopolymer concrete in in 2002 but later closed. A product called Pyrament® was launched in the 1980s but was not successfully commercialized. Some of the drawbacks include the high cost and energy to produce the chemical activator, the difficulty and safety concerns in handling a highly alkaline solution and the need to control temperature during the curing process. In addition, building code approvals are always a hurdle. Currently the most promising applications are in severe environment applications such as precast concrete bridges or other specialty applications such as high acid or high temperature environments or for rapid repair.

              Case Study: Global Change Institute, Brisbane, Australia


              As Australia’s first carbon neutral building, the Global Change Institute at the University of Queensland was designed to meet the highest level of sustainability. It is one of the first buildings to be registered for The Living Building Challenge. Some of the green building features include operable sun-shading, bio-retention basin, onsite greywater system, solar energy and thermal chimney. And it is the first building to include structural geopolymer precast concrete, significantly reducing the carbon footprint of construction materials.

              The key to geopolymer concrete commercialization will be to develop low cost, easy to use activators. One promising development is at Rice University where engineers have developed a geopolymer concrete that requires only a small fraction of the sodium-based activation chemicals used in other geopolymer concretes. According to the researchers, they used sophisticated statistical methods to optimize the mixing strategies for ingredients. This resulted in an optimal balance of calcium-rich fly ash, nanosilica and calcium oxide with less than 5% of the traditional sodium-based activator.

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