For many, the idea that
a single salt crystal forming would have the strength to topple a building is
not realistic. But if multiple crystals
form within a foundation they can do just that.
Salt growth has the power to destroy cement blocks, roadways, and
building walls from the inside out.
These processes have been well documented not only in scientific and
historic literature but also in flat tires and expensive foundation repairs. So how does this happen
and how else could we be affected by mineral growth inside of tiny holes?
Figure
1: This is what can happen to a cement block that is left standing in
less than
1 cm of salt water for 47 days. [Image source: G. Scherer]
This cement block is a
great example of what a salt solution can do when it infiltrates pore spaces
through capillary action and evaporation.
Capillary action is what happens when your towel touches the surface of
water. The whole towel may not get
submerged but you can watch the water climb up the towel until either the whole
towel is wet or gravity stops the process.
In this block tiny grains of salt crystals grew both from the inside and
on its surface. The mineral growth from
the internal pore spaces led to all of the damage seen. The engineers performing this experiment were
determining the conditions for which crystal growth will occur within the block
causing instability and ultimately failure.
As you can see they definitely achieved their goal. It was determined that an excess of salt
water alone would not allow the crystals to grow beyond simply filling the pore
spaces of the material. There must be a disjointing force to prevent the crystal from coming in direct contact with the
pore space walls. This is similar to the
effect that water has when you drive through a water puddle in your car. If the puddle is not deep your tires will stay
in contact with the roads surface and you will not lose control. On the other hand, if the water is deep it
will force the tires away from the road and your day gets bad really
quickly. In the case of the mineral
growth, a force must be imparted to push the crystal away from the wall instead
of coming in contact with the wall, thus cracking the cement block.
Figure 2: The results of an increasing
disjoining force, from simply
cracking to total failure. [Image source: C. Noiriel et al.]
So how does this information help a geologist?
Investigation
into the engineer’s study reveals applications that might be of great interest
for geologists; particularly in the field of carbon sequestration. From a geologist’s perspective, carbon
sequestration involves the capture and injection of CO2 into
depleted oil and gas reservoirs. Here is
the correlation; instead of allowing a fluid (oil) to rise to the surface we
are artificially forcing fluids into a confined environment. The pore spaces in this environment are not
filled with air as one might think instead they are usually filled with a complex
salt water solution. So what happens
when this solution gets exposed to mixtures that are foreign to the confining
pressures of such an environment? Well
that is not fully understood, but one scenario that may occur is the
dehydration of the salt water resulting in crystal growth within pore spaces…. That sounds familiar.
Simply
translating the engineers work to a completely different set of conditions is
not practical as there are numerous variables that do not lineup with their
work. One such variable is the confining
pressure, or the pressures on a rock exerted on it by all of the surrounding
rocks, and how this pressure might impact any disjoining forces within a
rock. Fortunately for us, we have the
ability to simulate these pressures here at Maryland. If crystal growth does occur to the point of
cracking the pore space walls could this lead to instability within the
reservoir? With any luck we will better
understand at least this part of the question.
Image Sources and Further Reading
Scherer, G.W., 2004, Stress from crystallization of salt, Cement and Concrete
Research, 34(9): 1613-1624.
Noiriel, C., Renard, F., Doan, M-L., Gratier, J-P., 2010, Intense fracturing and fracture sealing induced by
mineral growth in porous rocks, Chemical Geology, 269(3-4): 197-209.



















