SlideShare a Scribd company logo
Concrete as a Green Building Material
C. Meyer
Columbia University, New York, NY 10027, USA
Abstract
Concrete is by far the most widely used construction material worldwide. Its huge popularity is the
result of a number of well-known advantages, such as low cost, general availability, and wide
applicability. But this popularity of concrete also carries with it a great environmental cost. The
billions of tons of natural materials mined and processed each year, by their sheer volume, are
bound to leave a substantial mark on the environment. Most damaging are the enormous amounts
of energy required to produce Portland cement as well as the large quantities of CO2 released into
the atmosphere in the process.
This paper summarizes the various efforts underway to improve the environmental friendliness of
concrete to make it suitable as a “Green Building” material. Foremost and most successful in this
regard is the use suitable substitutes for Portland cement, especially those that are byproducts of
industrial processes, like fly ash, ground granulated blast furnace slag, and silica fume. Also
efforts to use suitable recycled materials as substitutes for concrete aggregate are gaining in
importance, such as recycled concrete aggregate, post-consumer glass, tires, etc.
The paper discusses some of the economic drivers which determine the degree of commercial
success. Simply deposing of waste materials in concrete products is unlikely to succeed except in
unusual situations. But by identifying and exploiting specific properties inherent in various waste
materials or byproducts, it is possible to add value to such materials and increase their chances of
success in a market-driven economy of supply and demand. Also, the emergence of the Green
Building movement in North America is already changing the economic landscape and the factors
that influence resource utilization.
Keywords: sustainable development, green buildings, supplementary cementitious materials,
recycling, recycled concrete aggregate
_______________________________________
Christian Meyer
Department of Civil Engineering and Engineering Mechanics
Columbia University
New York, NY 10027, USA
Email: meyer@civil.columbia.edu
Tel: 212-854-3428
1.0 Sustainable Development – The Challenge for the Concrete Industry
Sustainable Development has become a household word, standing for a set of self-evident
principles that are hard to argue with. Probably the first person who formulated the term was Hans
Carl von Carlowitz (1645 – 1714), a forester in Saxony, Germany [1], who called for sparing use
of trees to give the forest a chance to regenerate and sustain itself. As logical as this general
principle appears to be, it has often been violated with at times catastrophic consequences. Most of
us are concerned about the world we will be leaving behind for future generations, that is, our
children and their children. The old political conflict between supporters of “development” and
those who wish to preserve the environment obscures the fact that sustainability and development
are not mutually exclusive. Rather, we are called upon to find the proper balance between
economic development and environmental preservation, i.e., to improve the living standard and
quality of life, without adversely affecting our environment.
It is the purpose of this article to discuss various aspects of the concrete industry (particularly in
the United States), because it has a much larger impact on sustainability than many of us may
realize. Concrete is by far the most widely used construction material worldwide. In fact, it is more
widely used than any other material, except water. Its huge popularity is the result of a number of
well-known advantages, such as low cost, general availability, and adaptability to a wide spectrum
of performance requirements. But this popularity of concrete also carries with it a great cost in
terms of impact on the environment [2,3]:
1. Worldwide, over ten billion tons of concrete are being produced each year. In the United
States, the annual production of over 500 million tons implies about two tons for each man,
woman and child. Such volumes require vast amounts of natural resources for aggregate and
cement production.
2. In addition, it has been estimated that the production of one ton of Portland cement causes the
release of one ton of CO2 into the atmosphere. CO2 is known to be a greenhouse gas that
contributes to global warming, and the cement industry alone generates about 7% of it.
3. The production of Portland cement is also very energy-intensive. Although the North
American plants have improved their energy-efficiency considerably in recent decades to the
point where this is now comparable to that of plants in Japan and Germany, it is technically
next to impossible to increase that energy-efficiency much further below the current
requirement of about 4 GJ per ton.
4. The demolition and disposal of concrete structures, pavements, etc., constitutes another
environmental burden. Construction debris contributes a large fraction of our solid waste
disposal problem, and concrete constitutes the largest single component.
5. Finally, the water requirements are enormous and particularly burdensome in those regions of
the earth that are not blessed with an abundance of fresh water. The concrete industry uses
over 1 trillion gallons of water each year worldwide, and this does not even include wash
water and curing water.
These points and these numbers seem to indicate that the concrete industry has become a victim of
its own success and therefore is now faced with tremendous challenges. But the situation is not as
bad as it might seem, because concrete is inherently an environmentally friendly material, as can
be demonstrated readily with a life-cycle analysis [4]. The challenges therefore reduce primarily to
reducing Portland cement’s impact on the environment. In other words, we should use as much
concrete, but with as little Portland cement as possible.
2.0 Tools and Strategies
There are a number of ways how the concrete industry can increase its compliance with the
demands of sustainable development:
1. Increased use of supplementary cementitious material. Since the production of Portland
cement is energy intensive and responsible for much of the CO2 generation, the substitution of
other materials, especially those that are byproducts of industrial processes, such as fly ash
and slag, is bound to have a major positive impact.
2. Increased reliance on recycled materials. Since aggregate constitutes the bulk of concrete, an
effective recycling strategy will lessen the demand for virgin materials.
3. Improved durability. By doubling the service life of our structures, we can cut in half the
amount of material needed for their replacement.
4. Improved mechanical properties. An increase in mechanical strength and similar properties
leads to a reduction of materials needed. For example, doubling the concrete strength for
strength-controlled members cuts the required amount of material in half.
5. Reuse of wash water. The recycling of wash water is readily achieved in practice and already
required by law in some countries.
There are large differences between the degrees to which various countries have already
implemented these strategies. In particular, there is a noticeable difference between the United
States and many European countries in this regard. Whereas most Americans have been raised on
the principles of conspicuous consumption, with often wasteful use of their vast natural resources
and little emphasis on recycling, their higher population densities and the devastations of two
world wars have taught Europeans to make more sparing use of their resources. But the self-
evident principles of sustainable development are now being accepted also by a growing part of
the American public, and a very active and vocal environmental movement is seeing to it that this
trend continues. As a result, Americans are increasingly willing to contribute their share to the
preservation of their environment, which includes a reasoned approach towards sustainable
development. Much of what follows is generally well known and already implemented in many
European countries and Japan, but not in the United States, where the construction industry in
general and the concrete industry in particular have not been known as exemplary role models for
sustainable development. A systematic adoption of the strategies outlined above will go a long
way towards improving the industry’s record.
Implementing effective strategies to lessen the environmental impact of the concrete industry by
prudent use of those tools requires a concerted effort of the industry, starting with well-focused
research and development. Even more important for success are economic incentives to convince
industry leaders that increased incorporation of sustainable development principles is possible
without adversely impacting the industry’s profitability. On a less benign parallel track, political
developments are underway or imminent which are likely to force the industry to change or lose
market share. Bold initiatives are required that are not without risk, yet strict adherence to
principles such as “we have always done it this way” is certainly counterproductive, because the
world around us will change anyway.
A considerable body of literature exists on methods to improve the mechanical properties and
durability of concrete. The emphasis here will be on how to make concrete a “green building
material” by use of cement substitutes and recycled materials.
3.0 Use of Cement Substitutes
A primary goal is a reduction in the use of Portland cement, which is easily achieved by partially
replacing it with various cementitious materials, preferably those that are byproducts of industrial
processes. The best known of such materials is fly ash, a residue of coal combustion, which is an
excellent cementitious material. As shown in Table 1 [4], the utilization rates vary greatly from
country to country, from as low as 3.5% for India to as high as 93.7% for Hong Kong. The
relatively low rate of 13.5% in the US is an indication that there is a lot of room for improvement.
The use of fly ash has a number of advantages. It is theoretically possible to replace 100% of
Portland cement by fly ash, but replacement levels above 80% generally require a chemical
activator. We have found that the optimum replacement level is around 30%. Moreover, fly ash
can improve certain properties of concrete, such as durability. Because it generates less heat of
hydration, it is particularly well suited for mass concrete applications. Fly ash is also widely
available, namely wherever coal is being burned. Another advantage is the fact that fly ash is still
less expensive than Portland cement. Maybe most important, as a byproduct of coal combustion
fly ash would be a waste product to be disposed of at great cost, if we don’t make good use of it.
By utilizing its cementitious properties, we are adding value to it, we “beneficiate” it – a major
aspect of green building construction.
Table 1 Coal-Ash Production and Utilization (1995) [4]
Country Million Tons Million Tons %
Produced Utilized ___
China 91.1 13.8 15.1
Denmark 1.3 0.4 30.8
Hong Kong 0.63 0.59 93.7
India 57.0 2.0 3.5
Japan 4.7 2.8 59.6
Russia 62.0 4.3 6.9
USA 60.0 8.1 13.5
Fly ash also has some disadvantages. First, there is the relatively slow rate of strength
development. But this is irrelevant in applications where high early strength is not required. More
significant is the wide variability of its chemical composition and quality, which is the main reason
for the low utilization rates. It may be rejected for as trivial a reason as its color: One concrete
block manufacturer we have worked with had to discontinue the use of fly ash, because he could
not control the color of his product. Customers generally prefer a consistently uniform color.
Ground granulated blast furnace slag (GGBFS) is another excellent cementitious material. It also
is the byproduct of an industrial process, in this case the steel industry. Here the optimum cement
replacement level is somewhere between 70 and 80%. Like fly ash, also GGBFS can improve
many mechanical and durability properties of concrete and it generates less heat of hydration. For
many applications it is now recommended to use a blend of Portland cement, fly ash, and GGBFS.
Yet, slag is not as widely available as fly ash. The US steel industry is only a faint image of what it
was only a few decades ago, and as a result, the slag marketed in some East Coast states is being
imported from Italy. Because of its excellent attributes, the cost of slag is comparable to that of
Portland cement, so that there is no advantage in this respect.
Perhaps the greatest success story in beneficiating an industrial byproduct is that of condensed
silica fume, a byproduct of the semiconductor industry. This siliceous material improves both
strength and durability of concrete to such an extent that modern high-performance concrete mix
designs as a rule call for the addition of silica fume. Even though the material is difficult to handle
because of its extreme (submicron) fineness, its benefits are so obvious that its cost considerably
exceeds that of cement. In fact, it is now available not only as a byproduct of the semiconductor
industry, but also produced specifically for the concrete industry.
Most major metropolitan areas in the United States are facing major solid waste disposal
problems. This is particularly true for New York City, which probably generates more solid waste
than any other city in the world, including those that are much bigger. One of the technologies to
dispose of it is to burn it in so-called waste-to-energy facilities. However, the disposal of the solid
waste incinerator ash is problematic because the fly ash in particular contains unacceptable levels
of contaminants. This problem can be circumvented by mixing the fly ash and bottom ash such
that the level of contamination of the blend stays below the acceptable limit. Even then, the
wholesale disposal of such ash in landfills is not exactly an environmentally friendly solution,
especially since it is possible to encapsulate the heavy metals in the ash and render the organic
contaminants harmless such that they cannot leach out. Moreover, the ash has also cementitious
properties. However, before such technologies can be applied in actual practice, additional
research is needed. In particular, the question of public acceptance needs to be addressed.
4.0 Economics of Recycling
Before discussing various other recycled materials that may be suitable for use in concrete
production, it is appropriate to briefly address the question of economics, which is affected by a
number of important factors.
One of the fundamental laws of economics is that in a free-market economy the price of a service
or commodity is determined by supply and demand. But even in such a free-market economy,
government can and regularly does intervene with incentives (for example, in the form of tax
write-offs) and disincentives, such as fees, penalties, or outright prohibition, if it thinks this is in
the best interest of the public.
The so-called environmental community is growing. Almost unknown in the United States until
the late 1960s, a growing fraction of the public would not hesitate calling themselves
environmentalists – and that implies a certain willingness to pay more for a commodity that is
clearly identified as environmentally friendly or to contain recycled materials.
Recycling is associated with a number of cost items, like collection, separation, processing,
transportation, and the required capital investments. On the other hand, solid waste that is not
recycled or reused needs to be disposed of in landfills, with direct costs in the form of tipping fees
and indirect costs in the form of environmental impact and depletion of suitable landfill capacities.
An intriguing factor that affects the economics of recycling is the cost of competing materials or
materials to be replaced. For example, there is a large cost difference between replacing sand,
which is literally dirt-cheap, and marble chips, imported at high cost from Italy. This issue is
related to the value added to the material through beneficiation. At Columbia University, we have
developed a keen interest in identifying special properties inherent in recycled materials. By
exploiting these properties, we can optimize the value of a material and thereby improve its
economics.
The last and definitely not the least important economic drivers in a free-market economy are
competition and the profit motive. As more recyclers enter the market, competition will bring
down the cost of the recycled materials.
5.0 Use of Recycled Materials
Concrete debris is probably the most important candidate for reuse as aggregate in new concrete.
On the one hand, vast amounts of material are needed for aggregate. On the other hand,
construction debris often constitutes the largest single component of solid waste, and probably the
largest fraction of this is concrete. Using such debris to produce new concrete conserves natural
resources and reduces valuable landfill capacity at the same time. In Europe and Japan, such
recycling is already widely practiced [5,6], whereas in the US, it is being accepted only slowly,
because the economic drivers are not yet strong enough. But they are improving. The disposal of
demolished concrete involves costs, which are likely to go up. Available sources of suitable virgin
aggregate are being depleted, such as gravel pits on Long Island, and opening new sources of
virgin material is getting increasingly difficult because of environmental concerns. Since the cost
of transportation is the main component of the cost of bulk material like sand and gravel, it may
not take much of a shift to turn the economics in favor of recycling and reuse.
Turning recycled concrete into useful or even high-quality aggregate poses well-known technical
challenges [5]. There are contaminants to be dealt with, high porosity, grading requirements, as
well as the large fluctuations in quality. Not all applications require high-strength concrete,
though. Recycled concrete aggregate is likely to be quite adequate for some projects, while for
others, a blend of new and recycled aggregate may make most economic and technical sense.
Post-consumer glass is another example of a suitable aggregate for concrete, as research at
Columbia University has shown [7-9]. It costs taxpayers in New York City approximately 60
million dollars to dispose of its waste glass. Still, it is a widely held but wrong belief that throwing
away old bottles is cheaper than recycling them. By having demonstrated the economic feasibility
of concrete production as a viable secondary market for post-consumer glass, we hope this
perception will change. The open issues are not of a technical nature. The only technical problem,
namely the alkali-silica reaction (or ASR) problem can be solved. Likewise, all other potential
technical problems can be taken care of. Moreover, by exploiting the zero water absorption of
glass, its high hardness and abrasion resistance, the excellent durability and chemical resistance,
and in particular the esthetic potential of colored glass, true value is added to the waste glass. The
consequences on the market price are already apparent, because a new secondary market was
created for the glass, and the cost of color-separated clean glass cullet has risen appreciably in
recent years. Instead of filling up scarce landfill space with increasing tipping fees, we have
demonstrated that tiles, panels, table tops, etc. with stunning effects can be produced commercially
using post-consumer glass.
Making commodity products such as paving stones economically viable is a difficult proposition,
because in this case, profit margins are low, and the primary objective is to use as much glass as
possible. For example, one paving stone manufacturer in New Jersey could single-handedly use all
200,000 tons of glass that the City of New York will collect once its restarted recycling program is
again in full swing. But the manufacturer cannot afford to pay more for the glass than he is
currently paying for natural sand and gravel, because he does not believe customers are willing to
pay that much more for a paving stone, just because it contains recycled glass.
Value-added products do not pose such problems. On the contrary, they are already being
produced commercially, even though manufacturers are paying hundreds of dollars per ton for the
glass, while most municipalities are paying recyclers to take it away. Those producers are in the
fortunate position where they can afford such prices, because the special aggregates replaced by
the glass are also costly and the profit margins are high.
Dredged material shall serve as the third example. The Port Authority of New York and New
Jersey needs to dredge about 4 million cubic yards each year to keep shipping lanes open and also
to deepen them to accommodate the larger modern vessels. As long as the Port Authority was able
to dump the material in the open ocean, the disposal cost was minimal. But since national
legislation and international treaties are prohibiting such ocean dumping, because much of it is
highly contaminated with heavy metals, dioxins, PCBs, oils, etc., the material has to be deposited
in engineered landfills at great cost. The financial viability of the Port Authority requires a drastic
reduction of such disposal costs. Similar problems are faced by all major world ports.
Treatment methods are already available, which render the material suitable for concrete
production, because the heavy metals can be encapsulated chemically such that they cannot leach
out. But the economics of such treatment methods are complicated by numerous factors, not all of
which are of a technical nature. In spite of all scientific evidence to the contrary, the public
perception may reject a technically sound solution, as demonstrated, for example, by the case of
the bricks manufactured with material dredged from the Port of Hamburg [10]. At least, public
opposition to construction of treatment facilities and temporary storage of the material can be
avoided by treating the material in a barge right after dredging.
Preliminary studies have identified a number of potential applications of treated dredged material.
For example, such material can serve as an excellent filler for concrete, which can increase the
freeze-thaw durability of concrete specimens by anywhere from 10 to 70-fold. More research is
likely to identify other uses of treated dredged material, thereby adding value to a material, which
at present needs to disposed of at high cost.
A fourth example is the material excavated from tunnels, such as for Manhattan’s Second Avenue
Subway, which may very well be suitable as aggregate to produce concrete for the tunnel liner and
subway stations. Relatively, only small amounts of such material will be needed. But in absolute
terms, it may render unnecessary the mining of hundreds of thousand tons of virgin material. The
technical issues are again the least difficult ones to contend with. Much more important are the
logistics and scheduling problems, i.e. coordinating the time when the material is excavated and
when the aggregate is needed. The solution of these problems requires close cooperation between
owner, engineer, construction manager, contractor, and aggregate supplier and a common
willingness of all parties to find an environmentally optimal solution.
We have also studied the use of recycled carpet fiber [11]. Millions of tons of old carpets need to
be disposed of each year, which constitute another sizeable fraction of our solid waste. As the
carpet fibers are typically made of nylon, they have been shown to improve some mechanical
properties of concrete.
Other examples of materials that can be used in concrete are waste wood, rubber tires, plastics,
pulp, and paper mill residuals. The challenge is to identify situations where one person’s waste or
byproduct becomes another person’s valuable resource. It requires relatively modest investments
in research and development to identify similar inherent valuable properties in other industrial
byproducts and thereby beneficiating them. Yet, that will not happen unless the leaders of our
industry display vision and courage, which includes a certain amount of risk taking but may also
offer potentially lucrative returns. Most important of all, the environment will benefit, and our
future generations will thank us for it.
6.0 Changing Political Landscape
There are signs that the public attitude towards sustainable development is changing. “Green
building design” principles are finding their way into design practice, spearheaded by the
architectural community. The US Green Building Council has developed a rating system,
originally for the Federal Government, as a guide for green and sustainable design. This system,
called “Leadership in Energy & Environmental Design” (LEEDTM
) [12], has become a standard
adopted by several governmental agencies in its original form or some modified versions of it. It
assigns points in six different categories:
1. Sustainable Sites, 14 possible points
2. Water Efficiency, 5 possible points
3. Energy & Atmosphere, 17 possible points
4. Materials & Resources, 13 possible points
5. Indoor Environmental Quality, 15 possible points
6. Innovation & Design Process, 5 possible points
In order to become “certified”, a project requires at least 26 out of a total of 69 points. Projects
with 33 points are “Silver”-rated, those with 39 points are “Gold”-rated, and to reach the highest
rating of “Platinum”, 52 points are required. Means and methods to increase the number of points
for a concrete building can be found elsewhere [4]. Several industry-wide efforts are currently
underway to develop guides for the industry, to not only increase the number of LEED-points, but
also to improve the environmental friendliness of concrete construction across the board. Here it
suffices to point out that under the current system, only a rather small number of points can be
earned by making concrete more environmentally friendly. For example, in a mix design that
contains 15% cementitious material, the replacement of 30% of Portland cement by fly ash will
introduce only 4.5% recycled material. The reward in terms of LEED-points in no way reflects the
gain in environmental friendliness, as measured by the reduction of CO2 generation and energy
consumption.
The LEED rating system is gaining significance because numerous governing bodies on the
federal, state, and local levels have embraced the principles of sustainable development and are
either requiring LEED rating for their own projects (such as the General Services Administration
and the U.S. Army Corps of Engineers), or offer tax credits for projects within their jurisdictions.
Developers are paying attention, especially since they are discovering that “green design” can be
profitable. In New York City, the Battery Park Development Authority has developed guidelines
for Green Building construction, which are among the most progressive in the country. The
successful completion of the Solaire, the first residential green high-rise building in the US, has
demonstrated that it is possible to develop such a building in New York City. Similarly, the Conde
Nast Building at 4 Times Square, the country’s first green high-rise office building, is proof that
the pairing of a progressive developer with a “green” architect can lead to a successful
development of such a project.
The environmental community, with active or passive support of a large segment of society at
large, is becoming increasingly aggressive in demanding that future developments adhere to the
principles of sustainable development. If the concrete industry does not adjust on time to the
changing political and societal climate, it could easily lose again the market share, which it had
worked so hard to obtain during the last few decades.
7.0 Conclusions
The economic feasibility of recycling depends largely on the application. In general, virgin
materials have a quality control advantage over recycled materials. But the economic feasibility of
recycling will increase in time, as virgin materials become increasingly scarce and the disposal
costs of construction debris and other waste materials keep increasing. More important, we will
see a proliferation of Green Building and sustainability development principles, which will modify
the economic picture in favor of the environment. We all agree that we cannot keep wasting our
natural resources. Eventually they all will run out. It is basically up to governmental authorities to
level the playing field by holding producers responsible for the costs associated with disposal of
their products, whether these are associated with reuse, recycling, or landfilling. In many European
countries, this is already the law and forces manufacturers to design their products with those
disposal costs in mind. In other words: let him who pollutes pay for the cleanup.
The principles of sustainable development are self-evident. It is difficult to disagree with the goal
of passing on to future generations a world no worse than the one we were given. The political
differences appear when it becomes necessary to balance the needs of environmental preservation
against those of development to raise the living standard. The World Summits of Rio and Kyoto
were serious attempts to balance the needs of the “haves” and the “have-nots”. While the
developed, industrialized countries are called upon to reduce pollution of the environment and
their share of the usage of the world’s resources, including energy, the developing countries need
to avoid the mistakes of the past. This problem is particularly acute, since cement production as
well as fly ash generation in China and India are expected to increase significantly in the next few
decades. Advances in concrete research have demonstrated that it is possible to coordinate these
two developments, thereby minimizing the need for vast additional cement production capacity
and creating that balancing act of sustainable development on a global scale. The concrete
industry, which uses vast amounts of energy and natural resources and contributes to generation of
CO2, can improve its record with an increased reliance on recycled materials and in particular by
replacing larges percentages of Portland cement by byproducts of industrial processes. The
American concrete industry has not been a leader in this transition. But let us now all work
together to keep our planet livable.
8.0 References
1. Grober, U., “The Inventor of Sustainability”, Die Zeit, Vol. 54, No. 48, Nov. 25, 1999, p. 98
(in German).
2. Mehta, P.K., “Greening of the Concrete Industry for Sustainable Development”, Concrete
International, July 2002.
3. Malhotra, V.M., “Role of Supplementary Cementing Materials in Reducing Greenhouse Gas
Emissions”, Concrete Technology for a Sustainable Development in the 21st
Century, O.E.
Gjorv and K. Sakai, eds., E&FN Spon, London, 2000.
4. Van Geem, M.G. and M.L. Marceau, “Using Concrete to Maximize LEEDS Points”, Concrete
International, November 2002.
5. Hansen, T.C., (Ed.), “Recycling of Demolished Concrete and Masonry”, RILEM Report 6,
Chapman and Hall, London, 1992.
6. ACI Committee 555, “Removal and Reuse of Hardened Concrete”, American Concrete
Institute, Report ACI 555R-01, 2001.
7. Jin, W., “Alkali-Silica Reaction in Concrete – A Chemo-Physico-Mechanical Approach”,
Ph.D. Dissertation, Columbia University, New York, 1998.
8. Jin, W., C. Meyer, and S. Baxter, “Glascrete – Concrete with Glass Aggregate”, ACI
Materials Journal, March-April 2000.
9. Meyer, C., “Glass Concrete”, Concrete International, June 2003.
10. Detzner, H.-D., “The Hamburg Project METHA: Large-Scale Separation, Dewatering, and
Reuse of Polluted Sediments”, European Water Pollution Control, Vol. 5, Issue 5, 1995, pp
38-42.
11. Meyer, C., S. Shimanovich and G. Vilkner, “Precast Concrete Wall Panels With Glass
Concrete”, Final Report to New York State Energy Research and Development Authority,
Report 03-01, Albany, NY, September 2003.
12. U.S. Green Building Council, “Leadership in Energy & Environmental Design – Reference
Guide”, Version 2.1, Washington, D.C., 2003.

More Related Content

What's hot

Assessing Sustainability of Building Materials in Developing Countries: The S...
Assessing Sustainability of Building Materials in Developing Countries: The S...Assessing Sustainability of Building Materials in Developing Countries: The S...
Assessing Sustainability of Building Materials in Developing Countries: The S...
Jeremy Gibberd
 
Intro to sustainable engg part 1
Intro to sustainable engg part 1Intro to sustainable engg part 1
Intro to sustainable engg part 1
Ajit Sabnis
 
Providing the Sustainability with the Pozzuolana Concrete Used in Foundation
Providing the Sustainability with the Pozzuolana Concrete Used in FoundationProviding the Sustainability with the Pozzuolana Concrete Used in Foundation
Providing the Sustainability with the Pozzuolana Concrete Used in Foundation
Zuhal Şimşek
 
Severity Index of Environmental Factors Associated with Building Construction...
Severity Index of Environmental Factors Associated with Building Construction...Severity Index of Environmental Factors Associated with Building Construction...
Severity Index of Environmental Factors Associated with Building Construction...
IJERD Editor
 
Concrete Sustainability Survey and Literature Review
Concrete Sustainability Survey and Literature ReviewConcrete Sustainability Survey and Literature Review
Concrete Sustainability Survey and Literature Review
Austin Dada E.I.T.
 
C45020914
C45020914C45020914
C45020914
IJERA Editor
 
Ijciet 10 01_098
Ijciet 10 01_098Ijciet 10 01_098
Ijciet 10 01_098
IAEME Publication
 
Environmental Degradation by John Bryan B. Gregorio
Environmental Degradation by John Bryan B. GregorioEnvironmental Degradation by John Bryan B. Gregorio
Environmental Degradation by John Bryan B. Gregorio
JohnBryanGregorio
 
SUSTAINABLE DEVELOPMENT WITH CONCRETE
SUSTAINABLE DEVELOPMENT WITH CONCRETESUSTAINABLE DEVELOPMENT WITH CONCRETE
SUSTAINABLE DEVELOPMENT WITH CONCRETE
Ajit Sabnis
 
Guide to Green Embassies
Guide to Green EmbassiesGuide to Green Embassies
Guide to Green EmbassiesWanda Lowrey
 
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
IRJET Journal
 
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
IJERA Editor
 
The International Journal of Engineering and Science (The IJES)
The International Journal of Engineering and Science (The IJES)The International Journal of Engineering and Science (The IJES)
The International Journal of Engineering and Science (The IJES)
theijes
 
Partial Replacement of Sand(Fine Aggregate) With E-Waste
Partial Replacement of Sand(Fine Aggregate) With E-WastePartial Replacement of Sand(Fine Aggregate) With E-Waste
Partial Replacement of Sand(Fine Aggregate) With E-Waste
RakshitKumar16
 
Concrete waste as building material
Concrete waste as building materialConcrete waste as building material
Concrete waste as building material
Gaurab Luitel
 
Application of industrial and agricultural waste for sustainable construction
Application of industrial and agricultural waste for sustainable constructionApplication of industrial and agricultural waste for sustainable construction
Application of industrial and agricultural waste for sustainable construction
JayeshMagar
 
SBC & Sustainable Construction
SBC & Sustainable ConstructionSBC & Sustainable Construction
SBC & Sustainable Constructiontimothypollard
 

What's hot (18)

Assessing Sustainability of Building Materials in Developing Countries: The S...
Assessing Sustainability of Building Materials in Developing Countries: The S...Assessing Sustainability of Building Materials in Developing Countries: The S...
Assessing Sustainability of Building Materials in Developing Countries: The S...
 
20320140503030
2032014050303020320140503030
20320140503030
 
Intro to sustainable engg part 1
Intro to sustainable engg part 1Intro to sustainable engg part 1
Intro to sustainable engg part 1
 
Providing the Sustainability with the Pozzuolana Concrete Used in Foundation
Providing the Sustainability with the Pozzuolana Concrete Used in FoundationProviding the Sustainability with the Pozzuolana Concrete Used in Foundation
Providing the Sustainability with the Pozzuolana Concrete Used in Foundation
 
Severity Index of Environmental Factors Associated with Building Construction...
Severity Index of Environmental Factors Associated with Building Construction...Severity Index of Environmental Factors Associated with Building Construction...
Severity Index of Environmental Factors Associated with Building Construction...
 
Concrete Sustainability Survey and Literature Review
Concrete Sustainability Survey and Literature ReviewConcrete Sustainability Survey and Literature Review
Concrete Sustainability Survey and Literature Review
 
C45020914
C45020914C45020914
C45020914
 
Ijciet 10 01_098
Ijciet 10 01_098Ijciet 10 01_098
Ijciet 10 01_098
 
Environmental Degradation by John Bryan B. Gregorio
Environmental Degradation by John Bryan B. GregorioEnvironmental Degradation by John Bryan B. Gregorio
Environmental Degradation by John Bryan B. Gregorio
 
SUSTAINABLE DEVELOPMENT WITH CONCRETE
SUSTAINABLE DEVELOPMENT WITH CONCRETESUSTAINABLE DEVELOPMENT WITH CONCRETE
SUSTAINABLE DEVELOPMENT WITH CONCRETE
 
Guide to Green Embassies
Guide to Green EmbassiesGuide to Green Embassies
Guide to Green Embassies
 
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
IRJET- Experimental Study on Concrete Properties using Treated Waste Foundry ...
 
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...
 
The International Journal of Engineering and Science (The IJES)
The International Journal of Engineering and Science (The IJES)The International Journal of Engineering and Science (The IJES)
The International Journal of Engineering and Science (The IJES)
 
Partial Replacement of Sand(Fine Aggregate) With E-Waste
Partial Replacement of Sand(Fine Aggregate) With E-WastePartial Replacement of Sand(Fine Aggregate) With E-Waste
Partial Replacement of Sand(Fine Aggregate) With E-Waste
 
Concrete waste as building material
Concrete waste as building materialConcrete waste as building material
Concrete waste as building material
 
Application of industrial and agricultural waste for sustainable construction
Application of industrial and agricultural waste for sustainable constructionApplication of industrial and agricultural waste for sustainable construction
Application of industrial and agricultural waste for sustainable construction
 
SBC & Sustainable Construction
SBC & Sustainable ConstructionSBC & Sustainable Construction
SBC & Sustainable Construction
 

Similar to Concrete as a green building material

Csi recycling concrete-fullreport
Csi recycling concrete-fullreportCsi recycling concrete-fullreport
Csi recycling concrete-fullreport
Muhannad AbdulRaouf
 
Green concrete for sustainable construction
Green concrete for sustainable constructionGreen concrete for sustainable construction
Green concrete for sustainable construction
eSAT Journals
 
Green concrete for sustainable construction
Green concrete for sustainable constructionGreen concrete for sustainable construction
Green concrete for sustainable construction
eSAT Publishing House
 
Materials Matter - Construction Materials and their Environmental Costs
Materials Matter - Construction Materials and their Environmental CostsMaterials Matter - Construction Materials and their Environmental Costs
Materials Matter - Construction Materials and their Environmental Costs
Think Wood
 
(XIMB) Sustainability construction and contracting
(XIMB) Sustainability construction and contracting(XIMB) Sustainability construction and contracting
(XIMB) Sustainability construction and contracting
SustainabilityXIMB
 
Sustainable building materials in Green building construction.
Sustainable building materials in Green building construction.Sustainable building materials in Green building construction.
Sustainable building materials in Green building construction.
Tendai Mabvudza
 
Toward green concrete for better sustainable environment
Toward green concrete for better sustainable environmentToward green concrete for better sustainable environment
Toward green concrete for better sustainable environment
hsaam hsaam
 
Sustainability Assessment of The Hammerman Plastic Sheet Piling
Sustainability Assessment of The Hammerman Plastic Sheet PilingSustainability Assessment of The Hammerman Plastic Sheet Piling
Sustainability Assessment of The Hammerman Plastic Sheet Piling
The Hammerman Equipment Plastic Piling Co. Ltd
 
Sustainibility Report
Sustainibility ReportSustainibility Report
Sustainibility Report
Arshia Mousavi
 
Green buildings
Green buildingsGreen buildings
Green buildings
Firoz GSK
 
Carbon-Negative Materials Poster
Carbon-Negative Materials PosterCarbon-Negative Materials Poster
Carbon-Negative Materials PosterAndrew Kyong
 
Global warming (1)
Global warming (1)Global warming (1)
Global warming (1)
Academic Mania
 
Environmental and societal issues, energy conservation through better process...
Environmental and societal issues, energy conservation through better process...Environmental and societal issues, energy conservation through better process...
Environmental and societal issues, energy conservation through better process...
Manish Gupta
 
Lecture 3-Real Estate Environmental Concerns and Development.pptx
Lecture 3-Real Estate Environmental Concerns and Development.pptxLecture 3-Real Estate Environmental Concerns and Development.pptx
Lecture 3-Real Estate Environmental Concerns and Development.pptx
abbeybenedict125
 
Global warming
Global warmingGlobal warming
Global warming
noorizzah
 
Introduction to sustainability
Introduction to sustainabilityIntroduction to sustainability
Introduction to sustainability
BECM, RUET, Bangladesh
 
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
LorenSwift1
 
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
LorenSwift1
 
Final paper.pdf
Final paper.pdfFinal paper.pdf
Final paper.pdf
DhanyaVinod7
 

Similar to Concrete as a green building material (20)

Csi recycling concrete-fullreport
Csi recycling concrete-fullreportCsi recycling concrete-fullreport
Csi recycling concrete-fullreport
 
Green concrete for sustainable construction
Green concrete for sustainable constructionGreen concrete for sustainable construction
Green concrete for sustainable construction
 
Green concrete for sustainable construction
Green concrete for sustainable constructionGreen concrete for sustainable construction
Green concrete for sustainable construction
 
Materials Matter - Construction Materials and their Environmental Costs
Materials Matter - Construction Materials and their Environmental CostsMaterials Matter - Construction Materials and their Environmental Costs
Materials Matter - Construction Materials and their Environmental Costs
 
(XIMB) Sustainability construction and contracting
(XIMB) Sustainability construction and contracting(XIMB) Sustainability construction and contracting
(XIMB) Sustainability construction and contracting
 
Sustainable building materials in Green building construction.
Sustainable building materials in Green building construction.Sustainable building materials in Green building construction.
Sustainable building materials in Green building construction.
 
Toward green concrete for better sustainable environment
Toward green concrete for better sustainable environmentToward green concrete for better sustainable environment
Toward green concrete for better sustainable environment
 
complete blog
complete blogcomplete blog
complete blog
 
Sustainability Assessment of The Hammerman Plastic Sheet Piling
Sustainability Assessment of The Hammerman Plastic Sheet PilingSustainability Assessment of The Hammerman Plastic Sheet Piling
Sustainability Assessment of The Hammerman Plastic Sheet Piling
 
Sustainibility Report
Sustainibility ReportSustainibility Report
Sustainibility Report
 
Green buildings
Green buildingsGreen buildings
Green buildings
 
Carbon-Negative Materials Poster
Carbon-Negative Materials PosterCarbon-Negative Materials Poster
Carbon-Negative Materials Poster
 
Global warming (1)
Global warming (1)Global warming (1)
Global warming (1)
 
Environmental and societal issues, energy conservation through better process...
Environmental and societal issues, energy conservation through better process...Environmental and societal issues, energy conservation through better process...
Environmental and societal issues, energy conservation through better process...
 
Lecture 3-Real Estate Environmental Concerns and Development.pptx
Lecture 3-Real Estate Environmental Concerns and Development.pptxLecture 3-Real Estate Environmental Concerns and Development.pptx
Lecture 3-Real Estate Environmental Concerns and Development.pptx
 
Global warming
Global warmingGlobal warming
Global warming
 
Introduction to sustainability
Introduction to sustainabilityIntroduction to sustainability
Introduction to sustainability
 
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
 
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...The Evolution of Sustainable Construction Materials - A Green Building Revolu...
The Evolution of Sustainable Construction Materials - A Green Building Revolu...
 
Final paper.pdf
Final paper.pdfFinal paper.pdf
Final paper.pdf
 

More from hsaam hsaam

Using fly ash as replacement of cement & aggregate
Using fly ash as replacement of cement & aggregateUsing fly ash as replacement of cement & aggregate
Using fly ash as replacement of cement & aggregate
hsaam hsaam
 
Green concrete in uae
Green concrete in uaeGreen concrete in uae
Green concrete in uae
hsaam hsaam
 
Green concrete in jordan
Green concrete in jordanGreen concrete in jordan
Green concrete in jordan
hsaam hsaam
 
Final report-cesticcreports fly-ash_pervious_concrete-05202016
Final report-cesticcreports fly-ash_pervious_concrete-05202016Final report-cesticcreports fly-ash_pervious_concrete-05202016
Final report-cesticcreports fly-ash_pervious_concrete-05202016
hsaam hsaam
 
Experimental investigation of rap modified asphalt binder and crushed rap ag...
Experimental investigation of rap modified  asphalt binder and crushed rap ag...Experimental investigation of rap modified  asphalt binder and crushed rap ag...
Experimental investigation of rap modified asphalt binder and crushed rap ag...
hsaam hsaam
 
Evaluation of green concrete types
Evaluation of green concrete typesEvaluation of green concrete types
Evaluation of green concrete types
hsaam hsaam
 
Effect of coconut fibre in concrete and to improve the
Effect of coconut fibre in concrete and to improve theEffect of coconut fibre in concrete and to improve the
Effect of coconut fibre in concrete and to improve the
hsaam hsaam
 
Design and properties of sustainable concrete
Design and properties of sustainable concreteDesign and properties of sustainable concrete
Design and properties of sustainable concrete
hsaam hsaam
 
Concrete from grey to green
Concrete from grey to greenConcrete from grey to green
Concrete from grey to green
hsaam hsaam
 
I.s.en1997 1-2004+a1-2013
I.s.en1997 1-2004+a1-2013I.s.en1997 1-2004+a1-2013
I.s.en1997 1-2004+a1-2013
hsaam hsaam
 
En 1997
En 1997En 1997
En 1997
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
hsaam hsaam
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concreteBs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
hsaam hsaam
 
Technical notes in brick construction
Technical notes in brick constructionTechnical notes in brick construction
Technical notes in brick construction
hsaam hsaam
 
Structural properties of a reinforced brick wall construction and a brick-til...
Structural properties of a reinforced brick wall construction and a brick-til...Structural properties of a reinforced brick wall construction and a brick-til...
Structural properties of a reinforced brick wall construction and a brick-til...
hsaam hsaam
 
Silicafume users-manual
Silicafume users-manualSilicafume users-manual
Silicafume users-manual
hsaam hsaam
 

More from hsaam hsaam (20)

Using fly ash as replacement of cement & aggregate
Using fly ash as replacement of cement & aggregateUsing fly ash as replacement of cement & aggregate
Using fly ash as replacement of cement & aggregate
 
Green concrete in uae
Green concrete in uaeGreen concrete in uae
Green concrete in uae
 
Green concrete in jordan
Green concrete in jordanGreen concrete in jordan
Green concrete in jordan
 
Final report-cesticcreports fly-ash_pervious_concrete-05202016
Final report-cesticcreports fly-ash_pervious_concrete-05202016Final report-cesticcreports fly-ash_pervious_concrete-05202016
Final report-cesticcreports fly-ash_pervious_concrete-05202016
 
Experimental investigation of rap modified asphalt binder and crushed rap ag...
Experimental investigation of rap modified  asphalt binder and crushed rap ag...Experimental investigation of rap modified  asphalt binder and crushed rap ag...
Experimental investigation of rap modified asphalt binder and crushed rap ag...
 
Evaluation of green concrete types
Evaluation of green concrete typesEvaluation of green concrete types
Evaluation of green concrete types
 
Effect of coconut fibre in concrete and to improve the
Effect of coconut fibre in concrete and to improve theEffect of coconut fibre in concrete and to improve the
Effect of coconut fibre in concrete and to improve the
 
Design and properties of sustainable concrete
Design and properties of sustainable concreteDesign and properties of sustainable concrete
Design and properties of sustainable concrete
 
Concrete from grey to green
Concrete from grey to greenConcrete from grey to green
Concrete from grey to green
 
I.s.en1997 1-2004+a1-2013
I.s.en1997 1-2004+a1-2013I.s.en1997 1-2004+a1-2013
I.s.en1997 1-2004+a1-2013
 
En 1997
En 1997En 1997
En 1997
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete4
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete3
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete2
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete1
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete-
 
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concreteBs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
Bs en 12350 12 2010 - testing fresh concrete. self-compacting concrete
 
Technical notes in brick construction
Technical notes in brick constructionTechnical notes in brick construction
Technical notes in brick construction
 
Structural properties of a reinforced brick wall construction and a brick-til...
Structural properties of a reinforced brick wall construction and a brick-til...Structural properties of a reinforced brick wall construction and a brick-til...
Structural properties of a reinforced brick wall construction and a brick-til...
 
Silicafume users-manual
Silicafume users-manualSilicafume users-manual
Silicafume users-manual
 

Recently uploaded

TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSETECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
DuvanRamosGarzon1
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
TeeVichai
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Teleport Manpower Consultant
 
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdfAKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
SamSarthak3
 
The role of big data in decision making.
The role of big data in decision making.The role of big data in decision making.
The role of big data in decision making.
ankuprajapati0525
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
AJAYKUMARPUND1
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
bakpo1
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
seandesed
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
Planning Of Procurement o different goods and services
Planning Of Procurement o different goods and servicesPlanning Of Procurement o different goods and services
Planning Of Procurement o different goods and services
JoytuBarua2
 
Cosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdfCosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdf
Kamal Acharya
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
ShahidSultan24
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
Massimo Talia
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
Kamal Acharya
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
obonagu
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
FluxPrime1
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
ssuser9bd3ba
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
Divya Somashekar
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
abh.arya
 

Recently uploaded (20)

TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSETECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
 
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdfAKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
 
The role of big data in decision making.
The role of big data in decision making.The role of big data in decision making.
The role of big data in decision making.
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
Planning Of Procurement o different goods and services
Planning Of Procurement o different goods and servicesPlanning Of Procurement o different goods and services
Planning Of Procurement o different goods and services
 
Cosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdfCosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdf
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
 

Concrete as a green building material

  • 1. Concrete as a Green Building Material C. Meyer Columbia University, New York, NY 10027, USA Abstract Concrete is by far the most widely used construction material worldwide. Its huge popularity is the result of a number of well-known advantages, such as low cost, general availability, and wide applicability. But this popularity of concrete also carries with it a great environmental cost. The billions of tons of natural materials mined and processed each year, by their sheer volume, are bound to leave a substantial mark on the environment. Most damaging are the enormous amounts of energy required to produce Portland cement as well as the large quantities of CO2 released into the atmosphere in the process. This paper summarizes the various efforts underway to improve the environmental friendliness of concrete to make it suitable as a “Green Building” material. Foremost and most successful in this regard is the use suitable substitutes for Portland cement, especially those that are byproducts of industrial processes, like fly ash, ground granulated blast furnace slag, and silica fume. Also efforts to use suitable recycled materials as substitutes for concrete aggregate are gaining in importance, such as recycled concrete aggregate, post-consumer glass, tires, etc. The paper discusses some of the economic drivers which determine the degree of commercial success. Simply deposing of waste materials in concrete products is unlikely to succeed except in unusual situations. But by identifying and exploiting specific properties inherent in various waste materials or byproducts, it is possible to add value to such materials and increase their chances of success in a market-driven economy of supply and demand. Also, the emergence of the Green Building movement in North America is already changing the economic landscape and the factors that influence resource utilization. Keywords: sustainable development, green buildings, supplementary cementitious materials, recycling, recycled concrete aggregate _______________________________________ Christian Meyer Department of Civil Engineering and Engineering Mechanics Columbia University New York, NY 10027, USA Email: meyer@civil.columbia.edu Tel: 212-854-3428
  • 2. 1.0 Sustainable Development – The Challenge for the Concrete Industry Sustainable Development has become a household word, standing for a set of self-evident principles that are hard to argue with. Probably the first person who formulated the term was Hans Carl von Carlowitz (1645 – 1714), a forester in Saxony, Germany [1], who called for sparing use of trees to give the forest a chance to regenerate and sustain itself. As logical as this general principle appears to be, it has often been violated with at times catastrophic consequences. Most of us are concerned about the world we will be leaving behind for future generations, that is, our children and their children. The old political conflict between supporters of “development” and those who wish to preserve the environment obscures the fact that sustainability and development are not mutually exclusive. Rather, we are called upon to find the proper balance between economic development and environmental preservation, i.e., to improve the living standard and quality of life, without adversely affecting our environment. It is the purpose of this article to discuss various aspects of the concrete industry (particularly in the United States), because it has a much larger impact on sustainability than many of us may realize. Concrete is by far the most widely used construction material worldwide. In fact, it is more widely used than any other material, except water. Its huge popularity is the result of a number of well-known advantages, such as low cost, general availability, and adaptability to a wide spectrum of performance requirements. But this popularity of concrete also carries with it a great cost in terms of impact on the environment [2,3]: 1. Worldwide, over ten billion tons of concrete are being produced each year. In the United States, the annual production of over 500 million tons implies about two tons for each man, woman and child. Such volumes require vast amounts of natural resources for aggregate and cement production. 2. In addition, it has been estimated that the production of one ton of Portland cement causes the release of one ton of CO2 into the atmosphere. CO2 is known to be a greenhouse gas that contributes to global warming, and the cement industry alone generates about 7% of it. 3. The production of Portland cement is also very energy-intensive. Although the North American plants have improved their energy-efficiency considerably in recent decades to the point where this is now comparable to that of plants in Japan and Germany, it is technically next to impossible to increase that energy-efficiency much further below the current requirement of about 4 GJ per ton. 4. The demolition and disposal of concrete structures, pavements, etc., constitutes another environmental burden. Construction debris contributes a large fraction of our solid waste disposal problem, and concrete constitutes the largest single component. 5. Finally, the water requirements are enormous and particularly burdensome in those regions of the earth that are not blessed with an abundance of fresh water. The concrete industry uses over 1 trillion gallons of water each year worldwide, and this does not even include wash water and curing water. These points and these numbers seem to indicate that the concrete industry has become a victim of its own success and therefore is now faced with tremendous challenges. But the situation is not as bad as it might seem, because concrete is inherently an environmentally friendly material, as can be demonstrated readily with a life-cycle analysis [4]. The challenges therefore reduce primarily to reducing Portland cement’s impact on the environment. In other words, we should use as much concrete, but with as little Portland cement as possible.
  • 3. 2.0 Tools and Strategies There are a number of ways how the concrete industry can increase its compliance with the demands of sustainable development: 1. Increased use of supplementary cementitious material. Since the production of Portland cement is energy intensive and responsible for much of the CO2 generation, the substitution of other materials, especially those that are byproducts of industrial processes, such as fly ash and slag, is bound to have a major positive impact. 2. Increased reliance on recycled materials. Since aggregate constitutes the bulk of concrete, an effective recycling strategy will lessen the demand for virgin materials. 3. Improved durability. By doubling the service life of our structures, we can cut in half the amount of material needed for their replacement. 4. Improved mechanical properties. An increase in mechanical strength and similar properties leads to a reduction of materials needed. For example, doubling the concrete strength for strength-controlled members cuts the required amount of material in half. 5. Reuse of wash water. The recycling of wash water is readily achieved in practice and already required by law in some countries. There are large differences between the degrees to which various countries have already implemented these strategies. In particular, there is a noticeable difference between the United States and many European countries in this regard. Whereas most Americans have been raised on the principles of conspicuous consumption, with often wasteful use of their vast natural resources and little emphasis on recycling, their higher population densities and the devastations of two world wars have taught Europeans to make more sparing use of their resources. But the self- evident principles of sustainable development are now being accepted also by a growing part of the American public, and a very active and vocal environmental movement is seeing to it that this trend continues. As a result, Americans are increasingly willing to contribute their share to the preservation of their environment, which includes a reasoned approach towards sustainable development. Much of what follows is generally well known and already implemented in many European countries and Japan, but not in the United States, where the construction industry in general and the concrete industry in particular have not been known as exemplary role models for sustainable development. A systematic adoption of the strategies outlined above will go a long way towards improving the industry’s record. Implementing effective strategies to lessen the environmental impact of the concrete industry by prudent use of those tools requires a concerted effort of the industry, starting with well-focused research and development. Even more important for success are economic incentives to convince industry leaders that increased incorporation of sustainable development principles is possible without adversely impacting the industry’s profitability. On a less benign parallel track, political developments are underway or imminent which are likely to force the industry to change or lose market share. Bold initiatives are required that are not without risk, yet strict adherence to principles such as “we have always done it this way” is certainly counterproductive, because the world around us will change anyway. A considerable body of literature exists on methods to improve the mechanical properties and durability of concrete. The emphasis here will be on how to make concrete a “green building material” by use of cement substitutes and recycled materials.
  • 4. 3.0 Use of Cement Substitutes A primary goal is a reduction in the use of Portland cement, which is easily achieved by partially replacing it with various cementitious materials, preferably those that are byproducts of industrial processes. The best known of such materials is fly ash, a residue of coal combustion, which is an excellent cementitious material. As shown in Table 1 [4], the utilization rates vary greatly from country to country, from as low as 3.5% for India to as high as 93.7% for Hong Kong. The relatively low rate of 13.5% in the US is an indication that there is a lot of room for improvement. The use of fly ash has a number of advantages. It is theoretically possible to replace 100% of Portland cement by fly ash, but replacement levels above 80% generally require a chemical activator. We have found that the optimum replacement level is around 30%. Moreover, fly ash can improve certain properties of concrete, such as durability. Because it generates less heat of hydration, it is particularly well suited for mass concrete applications. Fly ash is also widely available, namely wherever coal is being burned. Another advantage is the fact that fly ash is still less expensive than Portland cement. Maybe most important, as a byproduct of coal combustion fly ash would be a waste product to be disposed of at great cost, if we don’t make good use of it. By utilizing its cementitious properties, we are adding value to it, we “beneficiate” it – a major aspect of green building construction. Table 1 Coal-Ash Production and Utilization (1995) [4] Country Million Tons Million Tons % Produced Utilized ___ China 91.1 13.8 15.1 Denmark 1.3 0.4 30.8 Hong Kong 0.63 0.59 93.7 India 57.0 2.0 3.5 Japan 4.7 2.8 59.6 Russia 62.0 4.3 6.9 USA 60.0 8.1 13.5 Fly ash also has some disadvantages. First, there is the relatively slow rate of strength development. But this is irrelevant in applications where high early strength is not required. More significant is the wide variability of its chemical composition and quality, which is the main reason for the low utilization rates. It may be rejected for as trivial a reason as its color: One concrete block manufacturer we have worked with had to discontinue the use of fly ash, because he could not control the color of his product. Customers generally prefer a consistently uniform color. Ground granulated blast furnace slag (GGBFS) is another excellent cementitious material. It also is the byproduct of an industrial process, in this case the steel industry. Here the optimum cement replacement level is somewhere between 70 and 80%. Like fly ash, also GGBFS can improve many mechanical and durability properties of concrete and it generates less heat of hydration. For many applications it is now recommended to use a blend of Portland cement, fly ash, and GGBFS. Yet, slag is not as widely available as fly ash. The US steel industry is only a faint image of what it was only a few decades ago, and as a result, the slag marketed in some East Coast states is being imported from Italy. Because of its excellent attributes, the cost of slag is comparable to that of Portland cement, so that there is no advantage in this respect.
  • 5. Perhaps the greatest success story in beneficiating an industrial byproduct is that of condensed silica fume, a byproduct of the semiconductor industry. This siliceous material improves both strength and durability of concrete to such an extent that modern high-performance concrete mix designs as a rule call for the addition of silica fume. Even though the material is difficult to handle because of its extreme (submicron) fineness, its benefits are so obvious that its cost considerably exceeds that of cement. In fact, it is now available not only as a byproduct of the semiconductor industry, but also produced specifically for the concrete industry. Most major metropolitan areas in the United States are facing major solid waste disposal problems. This is particularly true for New York City, which probably generates more solid waste than any other city in the world, including those that are much bigger. One of the technologies to dispose of it is to burn it in so-called waste-to-energy facilities. However, the disposal of the solid waste incinerator ash is problematic because the fly ash in particular contains unacceptable levels of contaminants. This problem can be circumvented by mixing the fly ash and bottom ash such that the level of contamination of the blend stays below the acceptable limit. Even then, the wholesale disposal of such ash in landfills is not exactly an environmentally friendly solution, especially since it is possible to encapsulate the heavy metals in the ash and render the organic contaminants harmless such that they cannot leach out. Moreover, the ash has also cementitious properties. However, before such technologies can be applied in actual practice, additional research is needed. In particular, the question of public acceptance needs to be addressed. 4.0 Economics of Recycling Before discussing various other recycled materials that may be suitable for use in concrete production, it is appropriate to briefly address the question of economics, which is affected by a number of important factors. One of the fundamental laws of economics is that in a free-market economy the price of a service or commodity is determined by supply and demand. But even in such a free-market economy, government can and regularly does intervene with incentives (for example, in the form of tax write-offs) and disincentives, such as fees, penalties, or outright prohibition, if it thinks this is in the best interest of the public. The so-called environmental community is growing. Almost unknown in the United States until the late 1960s, a growing fraction of the public would not hesitate calling themselves environmentalists – and that implies a certain willingness to pay more for a commodity that is clearly identified as environmentally friendly or to contain recycled materials. Recycling is associated with a number of cost items, like collection, separation, processing, transportation, and the required capital investments. On the other hand, solid waste that is not recycled or reused needs to be disposed of in landfills, with direct costs in the form of tipping fees and indirect costs in the form of environmental impact and depletion of suitable landfill capacities. An intriguing factor that affects the economics of recycling is the cost of competing materials or materials to be replaced. For example, there is a large cost difference between replacing sand, which is literally dirt-cheap, and marble chips, imported at high cost from Italy. This issue is related to the value added to the material through beneficiation. At Columbia University, we have developed a keen interest in identifying special properties inherent in recycled materials. By
  • 6. exploiting these properties, we can optimize the value of a material and thereby improve its economics. The last and definitely not the least important economic drivers in a free-market economy are competition and the profit motive. As more recyclers enter the market, competition will bring down the cost of the recycled materials. 5.0 Use of Recycled Materials Concrete debris is probably the most important candidate for reuse as aggregate in new concrete. On the one hand, vast amounts of material are needed for aggregate. On the other hand, construction debris often constitutes the largest single component of solid waste, and probably the largest fraction of this is concrete. Using such debris to produce new concrete conserves natural resources and reduces valuable landfill capacity at the same time. In Europe and Japan, such recycling is already widely practiced [5,6], whereas in the US, it is being accepted only slowly, because the economic drivers are not yet strong enough. But they are improving. The disposal of demolished concrete involves costs, which are likely to go up. Available sources of suitable virgin aggregate are being depleted, such as gravel pits on Long Island, and opening new sources of virgin material is getting increasingly difficult because of environmental concerns. Since the cost of transportation is the main component of the cost of bulk material like sand and gravel, it may not take much of a shift to turn the economics in favor of recycling and reuse. Turning recycled concrete into useful or even high-quality aggregate poses well-known technical challenges [5]. There are contaminants to be dealt with, high porosity, grading requirements, as well as the large fluctuations in quality. Not all applications require high-strength concrete, though. Recycled concrete aggregate is likely to be quite adequate for some projects, while for others, a blend of new and recycled aggregate may make most economic and technical sense. Post-consumer glass is another example of a suitable aggregate for concrete, as research at Columbia University has shown [7-9]. It costs taxpayers in New York City approximately 60 million dollars to dispose of its waste glass. Still, it is a widely held but wrong belief that throwing away old bottles is cheaper than recycling them. By having demonstrated the economic feasibility of concrete production as a viable secondary market for post-consumer glass, we hope this perception will change. The open issues are not of a technical nature. The only technical problem, namely the alkali-silica reaction (or ASR) problem can be solved. Likewise, all other potential technical problems can be taken care of. Moreover, by exploiting the zero water absorption of glass, its high hardness and abrasion resistance, the excellent durability and chemical resistance, and in particular the esthetic potential of colored glass, true value is added to the waste glass. The consequences on the market price are already apparent, because a new secondary market was created for the glass, and the cost of color-separated clean glass cullet has risen appreciably in recent years. Instead of filling up scarce landfill space with increasing tipping fees, we have demonstrated that tiles, panels, table tops, etc. with stunning effects can be produced commercially using post-consumer glass. Making commodity products such as paving stones economically viable is a difficult proposition, because in this case, profit margins are low, and the primary objective is to use as much glass as possible. For example, one paving stone manufacturer in New Jersey could single-handedly use all 200,000 tons of glass that the City of New York will collect once its restarted recycling program is again in full swing. But the manufacturer cannot afford to pay more for the glass than he is
  • 7. currently paying for natural sand and gravel, because he does not believe customers are willing to pay that much more for a paving stone, just because it contains recycled glass. Value-added products do not pose such problems. On the contrary, they are already being produced commercially, even though manufacturers are paying hundreds of dollars per ton for the glass, while most municipalities are paying recyclers to take it away. Those producers are in the fortunate position where they can afford such prices, because the special aggregates replaced by the glass are also costly and the profit margins are high. Dredged material shall serve as the third example. The Port Authority of New York and New Jersey needs to dredge about 4 million cubic yards each year to keep shipping lanes open and also to deepen them to accommodate the larger modern vessels. As long as the Port Authority was able to dump the material in the open ocean, the disposal cost was minimal. But since national legislation and international treaties are prohibiting such ocean dumping, because much of it is highly contaminated with heavy metals, dioxins, PCBs, oils, etc., the material has to be deposited in engineered landfills at great cost. The financial viability of the Port Authority requires a drastic reduction of such disposal costs. Similar problems are faced by all major world ports. Treatment methods are already available, which render the material suitable for concrete production, because the heavy metals can be encapsulated chemically such that they cannot leach out. But the economics of such treatment methods are complicated by numerous factors, not all of which are of a technical nature. In spite of all scientific evidence to the contrary, the public perception may reject a technically sound solution, as demonstrated, for example, by the case of the bricks manufactured with material dredged from the Port of Hamburg [10]. At least, public opposition to construction of treatment facilities and temporary storage of the material can be avoided by treating the material in a barge right after dredging. Preliminary studies have identified a number of potential applications of treated dredged material. For example, such material can serve as an excellent filler for concrete, which can increase the freeze-thaw durability of concrete specimens by anywhere from 10 to 70-fold. More research is likely to identify other uses of treated dredged material, thereby adding value to a material, which at present needs to disposed of at high cost. A fourth example is the material excavated from tunnels, such as for Manhattan’s Second Avenue Subway, which may very well be suitable as aggregate to produce concrete for the tunnel liner and subway stations. Relatively, only small amounts of such material will be needed. But in absolute terms, it may render unnecessary the mining of hundreds of thousand tons of virgin material. The technical issues are again the least difficult ones to contend with. Much more important are the logistics and scheduling problems, i.e. coordinating the time when the material is excavated and when the aggregate is needed. The solution of these problems requires close cooperation between owner, engineer, construction manager, contractor, and aggregate supplier and a common willingness of all parties to find an environmentally optimal solution. We have also studied the use of recycled carpet fiber [11]. Millions of tons of old carpets need to be disposed of each year, which constitute another sizeable fraction of our solid waste. As the carpet fibers are typically made of nylon, they have been shown to improve some mechanical properties of concrete.
  • 8. Other examples of materials that can be used in concrete are waste wood, rubber tires, plastics, pulp, and paper mill residuals. The challenge is to identify situations where one person’s waste or byproduct becomes another person’s valuable resource. It requires relatively modest investments in research and development to identify similar inherent valuable properties in other industrial byproducts and thereby beneficiating them. Yet, that will not happen unless the leaders of our industry display vision and courage, which includes a certain amount of risk taking but may also offer potentially lucrative returns. Most important of all, the environment will benefit, and our future generations will thank us for it. 6.0 Changing Political Landscape There are signs that the public attitude towards sustainable development is changing. “Green building design” principles are finding their way into design practice, spearheaded by the architectural community. The US Green Building Council has developed a rating system, originally for the Federal Government, as a guide for green and sustainable design. This system, called “Leadership in Energy & Environmental Design” (LEEDTM ) [12], has become a standard adopted by several governmental agencies in its original form or some modified versions of it. It assigns points in six different categories: 1. Sustainable Sites, 14 possible points 2. Water Efficiency, 5 possible points 3. Energy & Atmosphere, 17 possible points 4. Materials & Resources, 13 possible points 5. Indoor Environmental Quality, 15 possible points 6. Innovation & Design Process, 5 possible points In order to become “certified”, a project requires at least 26 out of a total of 69 points. Projects with 33 points are “Silver”-rated, those with 39 points are “Gold”-rated, and to reach the highest rating of “Platinum”, 52 points are required. Means and methods to increase the number of points for a concrete building can be found elsewhere [4]. Several industry-wide efforts are currently underway to develop guides for the industry, to not only increase the number of LEED-points, but also to improve the environmental friendliness of concrete construction across the board. Here it suffices to point out that under the current system, only a rather small number of points can be earned by making concrete more environmentally friendly. For example, in a mix design that contains 15% cementitious material, the replacement of 30% of Portland cement by fly ash will introduce only 4.5% recycled material. The reward in terms of LEED-points in no way reflects the gain in environmental friendliness, as measured by the reduction of CO2 generation and energy consumption. The LEED rating system is gaining significance because numerous governing bodies on the federal, state, and local levels have embraced the principles of sustainable development and are either requiring LEED rating for their own projects (such as the General Services Administration and the U.S. Army Corps of Engineers), or offer tax credits for projects within their jurisdictions. Developers are paying attention, especially since they are discovering that “green design” can be profitable. In New York City, the Battery Park Development Authority has developed guidelines for Green Building construction, which are among the most progressive in the country. The successful completion of the Solaire, the first residential green high-rise building in the US, has demonstrated that it is possible to develop such a building in New York City. Similarly, the Conde Nast Building at 4 Times Square, the country’s first green high-rise office building, is proof that
  • 9. the pairing of a progressive developer with a “green” architect can lead to a successful development of such a project. The environmental community, with active or passive support of a large segment of society at large, is becoming increasingly aggressive in demanding that future developments adhere to the principles of sustainable development. If the concrete industry does not adjust on time to the changing political and societal climate, it could easily lose again the market share, which it had worked so hard to obtain during the last few decades. 7.0 Conclusions The economic feasibility of recycling depends largely on the application. In general, virgin materials have a quality control advantage over recycled materials. But the economic feasibility of recycling will increase in time, as virgin materials become increasingly scarce and the disposal costs of construction debris and other waste materials keep increasing. More important, we will see a proliferation of Green Building and sustainability development principles, which will modify the economic picture in favor of the environment. We all agree that we cannot keep wasting our natural resources. Eventually they all will run out. It is basically up to governmental authorities to level the playing field by holding producers responsible for the costs associated with disposal of their products, whether these are associated with reuse, recycling, or landfilling. In many European countries, this is already the law and forces manufacturers to design their products with those disposal costs in mind. In other words: let him who pollutes pay for the cleanup. The principles of sustainable development are self-evident. It is difficult to disagree with the goal of passing on to future generations a world no worse than the one we were given. The political differences appear when it becomes necessary to balance the needs of environmental preservation against those of development to raise the living standard. The World Summits of Rio and Kyoto were serious attempts to balance the needs of the “haves” and the “have-nots”. While the developed, industrialized countries are called upon to reduce pollution of the environment and their share of the usage of the world’s resources, including energy, the developing countries need to avoid the mistakes of the past. This problem is particularly acute, since cement production as well as fly ash generation in China and India are expected to increase significantly in the next few decades. Advances in concrete research have demonstrated that it is possible to coordinate these two developments, thereby minimizing the need for vast additional cement production capacity and creating that balancing act of sustainable development on a global scale. The concrete industry, which uses vast amounts of energy and natural resources and contributes to generation of CO2, can improve its record with an increased reliance on recycled materials and in particular by replacing larges percentages of Portland cement by byproducts of industrial processes. The American concrete industry has not been a leader in this transition. But let us now all work together to keep our planet livable. 8.0 References 1. Grober, U., “The Inventor of Sustainability”, Die Zeit, Vol. 54, No. 48, Nov. 25, 1999, p. 98 (in German). 2. Mehta, P.K., “Greening of the Concrete Industry for Sustainable Development”, Concrete International, July 2002.
  • 10. 3. Malhotra, V.M., “Role of Supplementary Cementing Materials in Reducing Greenhouse Gas Emissions”, Concrete Technology for a Sustainable Development in the 21st Century, O.E. Gjorv and K. Sakai, eds., E&FN Spon, London, 2000. 4. Van Geem, M.G. and M.L. Marceau, “Using Concrete to Maximize LEEDS Points”, Concrete International, November 2002. 5. Hansen, T.C., (Ed.), “Recycling of Demolished Concrete and Masonry”, RILEM Report 6, Chapman and Hall, London, 1992. 6. ACI Committee 555, “Removal and Reuse of Hardened Concrete”, American Concrete Institute, Report ACI 555R-01, 2001. 7. Jin, W., “Alkali-Silica Reaction in Concrete – A Chemo-Physico-Mechanical Approach”, Ph.D. Dissertation, Columbia University, New York, 1998. 8. Jin, W., C. Meyer, and S. Baxter, “Glascrete – Concrete with Glass Aggregate”, ACI Materials Journal, March-April 2000. 9. Meyer, C., “Glass Concrete”, Concrete International, June 2003. 10. Detzner, H.-D., “The Hamburg Project METHA: Large-Scale Separation, Dewatering, and Reuse of Polluted Sediments”, European Water Pollution Control, Vol. 5, Issue 5, 1995, pp 38-42. 11. Meyer, C., S. Shimanovich and G. Vilkner, “Precast Concrete Wall Panels With Glass Concrete”, Final Report to New York State Energy Research and Development Authority, Report 03-01, Albany, NY, September 2003. 12. U.S. Green Building Council, “Leadership in Energy & Environmental Design – Reference Guide”, Version 2.1, Washington, D.C., 2003.