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A primer on alkali-silica reactions in concrete and one of the more interesting ways we manage it.
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Video Transcript
Concrete is the second-most-consumed substance
on our planet. Only water beats it, and actually water is a major ingredient of concrete anyway.
Every year, humanity mines, mixes, and places roughly three metric tons for every person on
Earth. It’s ubiquitous. Most of us hardly even think about all the concrete around us. We’ve all
seen the grey lumpy mixture flowing down chutes into formwork to become a road, sidewalk,
footing, pile, patio, or foundation. It’s easy to think of concrete as a single, uniform
substance used around the world. But it’s not. The only reason we are able to use so
much concrete in construction is that it’s cheap. Of the four main ingredients - sand,
gravel, cement, and water - two of them come directly from the ground with little need for
processing or refinement. One is water. Cement is the only ingredient that requires a significant
manufacturing process, but the raw materials for it are fairly widespread across the globe. Many
building materials are constrained by geography. They only grow, occur mineralologically, or are
manufactured in specific locations. Then they have to be transported, often at great cost, to
where they’re needed. It’s not true for concrete. No matter where you are on earth, there’s a
pretty decent chance that somewhere nearby exists a ready source for at least most of
the raw ingredients you need to make it. That simple fact has significantly contributed to its
widespread use, but it’s done something else too. Take a look at any geologic map. If you’re like
me, you do this in your spare time anyway. You realize pretty quickly that there is tremendous
variability in the different kinds of materials that make up the surface of Earth’s crust.
And the practical result of that, at least for the purposes of this discussion, is that every
batch of concrete is just a little bit different depending on where you go. In a way, that’s kind
of special, right? In most cases, the concrete you see around you represents a particular place
on Earth. Its strength, durability, appearance, and essence are highly local characteristics.
It’s literally made from materials that were sourced not too far away. But, in some cases,
we’ve learned too late that local materials had some hidden problems when used in concrete, and
the ways we’ve worked to fix those problems have created some of the most interesting stories.
I’m Grady, and this is Practical Engineering. This is Fontana Dam on the Little Tennessee
River in North Carolina. At 150 meters (or nearly 500 feet) in height, it’s the tallest
dam east of the Mississippi River. The north shore of Fontana Reservoir forms the border
of the Great Smoky Mountains National Park. And if you’re through-hiking the Appalachian
Trail, the famed 2200-mile path through the wildest parts of the eastern United States, you
have to walk right over the top of it. Built by the Tennessee Valley Authority (or TVA),
Fontana was completed in 1944, just in time to provide hydropower to the Alcoa aluminum
smelting plant at the end of World War II. It’s a concrete gravity dam, meaning that it
derives its stability to hold back Fontana Reservoir entirely from its own weight. And
boy does it have a lot of weight. More than 2.1 million cubic meters of concrete went
into the structure before it was finished. That’s well over half the volume of Hoover Dam,
and if you watch the same kinds of videos I do, you know that putting all that concrete
in Hoover Dam was a major challenge. Concrete heats up as it hardens, which
can negatively affect the curing process, but more importantly, it causes the concrete to
expand. For a structure like a dam sandwiched between two rocky abutments, that expansion
can lead compressive stress to build up in the concrete. Then, after curing, when the concrete
starts to cool back down, it shrinks. That shrinking can lead to cracks, especially in mass
concrete structures that heat up and cool down unevenly. And cracks are not ideal for dams. To
mitigate this issue, pipes were installed within the concrete at Hoover Dam, and chilled water was
continuously circulated during construction to pull heat out of the concrete. The same thing was
done when they were building Fontana Dam. In fact, in addition to the cooling lines, the dam was
built with deliberate expansion joints that would allow each separate concrete block to
cool off and shrink. Once the concrete cured, those joints were grouted to add strength and
make the dam watertight. It was a pretty robust and thoughtful plan to avoid the buildup of
stress in the structure, or so they thought. In 1972, engineers inspecting the drainage
gallery, a tunnel through the concrete dam used to collect and redirect drainage, noticed
unexpected cracks right where the dam curves. Later investigation revealed that the cracks
extended through a large part of the structure. At this point, the dam was still less than
30 years old. It shouldn’t be deteriorating this quickly. But the cracks were serious
enough that something needed to be done. Engineers initially blamed the Tennessee sun.
Fontana Dam runs almost perfectly east to west, with its broad downstream facing directly
south. That means a huge area of concrete is exposed to sunlight for most of the day. The
sun heats the concrete, causing it to expand, and over thousands of cycles, cracks are
inevitable. The curved section of the dam was most vulnerable. Reaction forces from the
abutments align with the axes of the dam. Instead of pure compressive stress, the expansion
of the concrete created bending stress (a combination of expansion and contraction)
at the corner. In addition to the cracks, the movement was also causing
the spillway gates to bind up. After instruments were installed on the dam,
the scope of the problem became clear. Thermal movement is cyclical with the seasons. Concrete
may expand in the summer, but it returns to its original size in the winter as temperatures
cool. Fontana had some of that, but underneath the cyclical changes was a continuous
one. The concrete was permanently growing. TVA took some cores of the concrete to
start planning a repair, and sent them out for testing. When the results came back,
the reason for the unexpected growth was discovered. The laboratory that examined
the concrete under the microscope noticed that some of the aggregates inside
had dark rims around them. That is a classic sign of alkali-silica reaction,
or ASR, sometimes known as concrete cancer. The fundamental components of concrete
are aggregates, large and small, bound together by a paste of cement and
water. As the cement paste hydrates, potassium and sodium hydroxides dissolve into the
water within the tiny pore spaces of the concrete, creating an alkaline solution. In some cases,
this is a good thing. The alkaline environment is great for steel reinforcement, helping to
prevent rust. But for some types of aggregates, it causes a serious problem. Specifically,
if reactive forms of silica are present, they can more readily dissolve in the high-pH
water, combining with the alkalis to form a kind of gel. As that gel absorbs moisture, it swells
and expands, causing internal stress and cracking. This is an extremely widespread problem that
has caused structural damage in every state in the US and many countries around the world.
You usually don’t have to search far for an example of a cracked up bridge, broken
sidewalk, or ruined building foundation that resulted from an alkali-silica
reaction in the concrete. Fortunately, the reaction requires three conditions, so
there are quite a few ways to deal with it. For one, an alkali-silica reaction requires
the aggregates to actually contain silica, also known as silicon dioxide. Well, 90
percent of the Earth’s crust is made up of silicate minerals, so this might
not seem possible to avoid. Luckily, only certain forms of silica are significantly
reactive in concrete. We have tests we can perform ahead of time to identify quarries
or sources of rock that react with cement, allowing us to just avoid the issue altogether.
But like I mentioned before, the cost of concrete is really sensitive to transportation costs. The
farther you have to go to get suitable aggregates, the higher the project’s costs rise, so
avoiding local materials is not always ideal. The second condition required for an alkali-silica
reaction is highly alkaline cement. So, we have ways to control for that too. Cement can
be manufactured to have lower alkali content, and we can use what are called “Supplementary
Cementitious Materials,” like fly ash, to replace some of the cement in
concrete. Those solutions only work if the concrete isn’t already in place, though. The third factor of an alkali-silica reaction is
excess moisture. You can just keep the concrete dry with waterproof coatings or membranes. Without
moisture, the gel can’t expand, so the problem is solved. But there are some structures where
waterproofing is a pretty big challenge. So TVA was in a bind, literally. They were facing the
possibility of just having to perpetually repair cracks and equipment as Fontana continued to
expand. Then they decided to get creative. Kristen Smith is the Senior Program Manager for Dam Safety
at TVA, and she explained the thought process: Kristen: You know, the impacts
on the spillway and powerhouse equipment. That led to major maintenance
and repairs [...] Need to move from the reactive approach - that's not a long-term
solution - to a more proactive approach. The proactive approach they landed on
was a fourth option for dealing with ASR: Rather than trying to stop the reaction,
TVA decided to just give the concrete more room to grow. The solid rock abutments at
each end of the dam had no room to give, so that space would have to
be found in the dam itself. In 1976, they embarked on a fairly novel
operation to cut a relief slot all the way through Fontana Dam and do it without draining
the reservoir or causing any disruptions to the hydropower plant. The idea was pretty
simple: instead of building up axial stress as the concrete expands, the dam can expand
into the newly cut slot. Simple in theory; pretty challenging in practice. How do you saw a
dam in half? Luckily, TVA has done this at two of its other dams in addition to Fontana, and shared
some footage of that so you could see it happen. These are big dams, so this isn’t sawing with
blades you find at ahardware store. The tool used for cutting through the concrete
looks more like a rope than a saw blade. Kristen: It is diamond wire, and it's really
neat. It's, if you touch it, you know, it's 15 millimeters, which is a little
over half an inch. It's abrasive. I mean, you know, it would rub your skin
if you drug it across your skin, but you can touch it. You can run your hand
along it and it's not going to cut you. It can cut through concrete. It can cut through
steel. [...] It looks like a big necklace. That big diamond necklace runs along pulleys
strategically installed on the dam to advance the slot downward. The saw pulls the wire
in a loop, managing the slack and keeping constant tension against the bottom of the
slot. There are a lot of advantages to this, in addition to the practically unlimited
depth. It causes very little vibration or dust, and provides a clean cut
without breaking the edges. But, there’s a pretty obvious challenge of cutting a
slot in a dam: how do you deal with the water? Turns out, it depends on the dam. At Fontana,
crews installed a cofferdam on the upstream face of the dam to hold back the reservoir during the
operations. It’s basically half of a steel pipe that seals against the concrete face on the sides
and bottom, just big enough for access to adjust the pulleys. At Chickamauga Dam, the geometry made
a cofferdam less feasible. So instead, they broke the process up into three sections separated by
boreholes drilled downward into the structure. One section could be cut by the diamond wire
while the other borehole was sealed, preventing water from moving through the slot. That’s
easier said than done, but you can look to your feet for inspiration. The seals installed in the
boreholes are long rubber tubes called sock seals. Kristen: Well, it's like a
sock you put on your foot, but a half-inch thick rubber
and a hundred feet long.” [Grady laughing] Kristen: And I've heard it described as
kind of like an inside-out fire hose. Very strong and waterproof,
but to some degree flexible. The mess is another problem. The dust from
the fresh cut concrete mixes with lubricating water to form a slurry that runs out of the slot.
Concrete slurry isn’t good for the environment. It mucks up the water and changes the chemistry.
So the slurry generated by the cutting process has to be captured and pumped to holding tanks.
After the concrete particles have settled out, the water can be recirculated to control the
dust and lubricate the wire as it cuts. And this whole process happens essentially
non-stop. Time is of the essence so that the internal stress doesn’t close the
slot while the wire is still inside it. Slot cutting is relatively low impact on the
dam operations, but parts of the dam have to be shut down to avoid an accident like a broken wire
being pulled into a hydro unit or spillway gate. One of the reasons this is possible at all is
that TVA’s concrete dams experiencing ASR are all gravity dams. In essence, that means that
any vertical slice of the dam is theoretically stable on its own without lateral support.
Cutting a slot in an arch dam wouldn’t work, because they depend on axial
thrust forces for stability. Before, during, and after the slot cutting
operation, there’s an intensive monitoring program to keep an eye on how the dam
is behaving and methodically measure the movement and strains to make sure the dam
responds in the way the engineers predict. Kristen: We have hundreds and hundreds
of instruments on the concrete portion of the dam. We measure the slot that we've
cut. Is it closing? Is it opening? At what rate is it closing or opening? We
measure our spillway piers. Are they moving? We measure expansion joints.
Everything in every direction we measure. And those measurements are important because the
slot cutting isn’t a one-time permanent solution. This doesn’t slow down the alkali-silica
reaction in the concrete at all. It just mitigates the stress building up in
the structure as the concrete expands, which is basically a non-stop process. Over time, the slots close. That means that TVA has
to go through the operation regularly. Kristen: Every approximately five years,
we update, we use finite element analysis models on our concrete growth projects.
So they take all of those years of new information data from the instruments
and they recalibrate and they rerun these models and they can tell us how effective
the slot cut is. They can tell us when we need to do it again. Whatever
we need to do to ensure that we are maintaining the integrity of our dams and
the adjacent equipment, that's what we do. I was curious why they don’t just cut
a big slot to get a longer period of relief before having to do it again. In
hindsight, it was kind of a dumb question: Kristen: The simple answer is so
we don’t leave a big hole in the dam. The slot cut at Chickamauga
is approximately a half and inch. It's a lot easier to stop water from flowing
through a half an inch slot in a dam than it would be maybe a six inch wide slot.
In addition, slot cutting is expensive. In other words, TVA wants to disturb
their structures as little as possible, while still mitigating the problems AAR causes.
It’s a back-and-forth thing. You cut, observe, wait, and only cut again when it’s
necessary. It’s good stewardship of the resources available to take care
of the structures we’ve already built. Alkali-silica reaction in concrete is a huge
problem. It’s something engineers have to consider when designing basically any concrete structure,
which means it’s something that quarries, batch plants, testing labs, and contractors
have to think about as well. Since the 1970s, we’ve gotten pretty good at avoiding it
in our structures. But since it’s often a slow-growing issue, we’re still figuring out
how to deal with the problems it’s causing on the stuff we built before we really had a
handle on it. On mass concrete structures, like TVA’s dams, it could have been a death
blow, significantly shortening the lifespans of these massive projects. But they figured
out a creative solution to live with it. Kristen: “I mean, it's cool.
And when you think about a dam, it's a water barrier. It is
designed to hold back water. So the last thing you expect to do is to
cut a piece out of it. But we do. We do. Reactive aggregates are a hyper-local
phenomenon. Go a few miles in any direction, and the composition of rocks can completely
change. That’s true for a lot of parts of life, but one thing I never considered was how specific
a sports stadium is to the city it's based in. There are huge differences in how they’re
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