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Optimal Mix
Buildings Home > Sustainable Design > Optimal Mix

New Concretes are Designed to Deliver
A tailored approach helps designers max out the benefits, not the materials

The Helena, a LEED-registered residential development in New York, incorporated 40 percent slag cement in its concrete mix. Courtesy of Fox & Fowle Architects, New York.
Some of the greatest concrete innovations today are focused on creating new mixes. Supplementary cementitious materials (SCMs) are part of the picture, redirecting industrial byproducts from landfills and supplying concrete with greater durability, strength, and finishability. Name a design challenge, and there’s a concrete mix with SCMs that can solve it.

There are four main kinds of SCMs: fly ash, ground granulated blast furnace slag (also known as slag cement), silica fume and natural pozzolans. Of the four types, fly ash and slag cement are the most widely used: in 2002, the cement industry used 11.4 million metric tons of fly ash; shipments of slag cement in 2003 topped three million metric tons.

Fly Ash and Slag Cement
Fly ash is a byproduct of the electrical power industry. The material consists of captured particles that are left over after coal is burned in power plants. Depending on the type of coal burned and other factors, the fly ash produced will be classified as either Type C or Type F. When proportioned properly, fly ash in concrete can increase workability, easing pumping and finishing. It also increases strength and durability by increasing density. Fly ash content can also guard against sulfate attack, alkali-silica reactivity and efflorescence.

Slag cement is a byproduct of the steel industry. It is created when iron ore is reduced to iron in a blast furnace. Molten slag from a blast furnace is quenched with cold water, granulated, dried and ground into a fine powder. It acts as a hydraulic cement, and when proportioned correctly, slag cement in concrete will increase strength, improve durability by reducing permeability, protect against chemical attack and reduce instances of rebar corrosion.

Used individually or together with other admixtures, fly ash, slag cement and other SCMs can create optimal concrete mixes for nearly every application.

Supplementary Cementitious Materials in the Spotlight
So why all the fuss about SCMs? Engineers and architects are specifying concrete mixes with fly ash, slag cement and other SCMs to not only increase the benefits for structures, but also to qualify for points toward LEED Recycled Content credits. Use of specific proportions of SCMs can also aid in earning a credit for Innovation in Design, Use of High Volume Supplementary Cementitious Materials. And as LEED evolves and branches into more facets of construction and design, there are even more opportunities to gain from using SCMs.

But a few industry experts are concerned that some designers are specifying excessive amounts of SCMs in order to achieve LEED credits, when in fact a more optimized mix—designed with one or more SCMs and other components for a specific application—would perform better.

“In the past year, I’ve participated in several green building forums where a speaker recalls his use of 40 to 60 percent fly ash in concrete on a green building project. Naturally, other architects want to follow that example,” says David Shepherd, AIA, LEED-AP and PCA director of sustainable development. “What many architects assume is that fly ash is a filler material, but it actually has a significant chemical influence on concrete. And because fly ash is a byproduct, performance characteristics can vary from plant to plant. It’s not as simple as picking an amount like 40 percent and throwing it into the mix. Within one job site, there may be applications where no SCMs are appropriate, while in others, high volume replacement is an ideal solution,” Shepherd continues.

To that end, he says, design professionals should consider SCMs for application optimization. “There is a trend of SCM maximization that’s being driven by the green building movement, because projects get points for meeting a minimum recycled content level,” he says. The key is to work with local ready-mixed concrete suppliers to optimize mix design with SCMs for the construction use.

Emphasis on Optimization

More than 60 percent of the 1400 5th Avenue project in New York (aiming for LEED gold) is constructed with materials that were recycled or are recyclable, and slag cement was used at a substitution rate of 10 percent, Photo by Harold E. Rhynie, courtesy of Full Spectrum of NY, LLC

Nearly all facets of the concrete industry recognize that for concrete mixes to evolve and continue to contribute to sustainable design and construction, the focus on SCMs must move from maximization to optimization. “Designers have an extraordinary number of tools with which to create really good concrete mixtures for particular applications,” says Jan Prusinski, executive director of the Slag Cement Association (SCA). “The challenge for the designer is to recognize what he can use to achieve his objectives, and do it properly. With the advent of high-performance concrete and self-consolidating mixes, I see the industry moving toward more optimization.”

The fly ash industry recognizes the importance of optimization as well, says Russell Hill, vice president of technology development for Boral Material Technology, which markets fly ash. Success with fly ash “comes from a combination of knowing the characteristics of the materials you’re working with, but also doing some field testing, making changes in aggregate proportioning and admixtures,” he says. “Concrete is a complex system; it’s the sum of the performance of each component as they work together,” says Hill.

Simply replacing a prescribed percentage of cement with an SCM just isn’t good enough. Designers must become familiar with all the available options, and get comfortable with the idea that the best results might not come from a typically prescribed mix. “In some cases, that might require a ternary mixture that combines silica fume, slag cement and portland cement to achieve excellent alkali-silica reactivity mitigation, high early strength, and workability,” says Prusinski.

Dave Goss, executive director of the American Coal Ash Association (ACAA), agrees that ternary mixes are a solution in many applications: “It’s a direction that many DOTs are going in, reducing costs and improving quality,” says Goss. “It reduces the volume of individual components, but opens up more opportunities when people…recognize there’s some value in using two waste streams along with portland cement. Everybody benefits.”

Architects aren’t the only people designing concrete; engineers have a responsibility, too. “A LEED Accredited Professional is tasked with minimizing resources and the impact of a structure,” says Ed Alsamsam, PhD, PE, SE, LEED-AP, and manager of PCA’s buildings group. “Then the engineer’s role is not necessarily to use less cement in the mix, but to use less concrete in the structure—to come up with the leanest, meanest building that uses concrete efficiently and economically. That chain of thinking on economical design and efficient materials goes to the heart of sustainable development,” says Alsamsam.

Eight Parameters for Optimization
Specifying the best concrete mix for a structure requires consideration of a wide variety of factors, says Ed Alsamsam, manager of PCA’s buildings group. Here is a quick look at eight parameters to consider when optimizing concrete mixes using supplementary cementitious materials (SCMs):
  1. Raw Materials – Examine the types and quality of sand, aggregates, water, admixtures and cement.

  2. Application – Consider the resulting member or structure: is it a beam, column, wall or slab?

  3. Climate – Address regional conditions (hot or mild, humid or dry) and seasonal variations (winter or summer).

  4. Construction Requirements – Examine the process: will the structure be pre-stressed or post-tensioned? Will forms be stripped in 24 hours or 14 days?

  5. Location – Consider factors affecting the site itself, including proximity to ready-mix concrete operations or traffic patterns that can slow down trucks.

  6. Availability of SCMs – Find out which materials are readily available in your area; transporting SCMs over great distances will cancel out their sustainable benefit.

  7. Quality and Grade of SCMs – Evaluate the SCMs to ensure they will work well with other mix components.

  8. Economics – Consider the costs related to each of the other seven parameters to create an overall cost benefit analysis.

Prescription to Performance: the P2P Initiative
One way the industry is tackling the optimization issue is through a program organized by the National Ready Mixed Concrete Association (NRMCA) called Prescription to Performance: the P2P Initiative. P2P proposes a shift from the design industry’s traditional method of specifying concrete by quantifying the ingredients within a mix design, to specifying the performance required of the product in its application.

NRMCA’s senior director of applied engineering, Lionel Lemay, PE, SE, says the program recognizes the need to balance LEED certification requirements with other environmental concerns. “We want quality concrete that is environmentally friendly,” says Lemay. “LEED is always going to be prescriptive in nature, but it does leave a lot of initiative and flexibility to the designer.” Designers don’t have to feel that they must max out SCMs to achieve enough credits to have their building LEED certified.

Lemay says mix design is only one small component of the big concrete picture: “There are many other opportunities within LEED to gain points and contribute in a positive way to the environment: light colored pavements to reduce heat islands, green roofs and pervious pavements to reduce storm water runoff, high-performance wall systems that incorporate thermal mass insulation to improve energy efficiency,” says Lemay. “Recycled content within materials is just one step on the path to minimizing environmental impact.”

 


 
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