For building owners and managers, one of the biggest issues is a damp or moldy basement area resulting from water intrusion through cracked concrete slabs and foundation walls. This is evidenced by the fact that structural engineers are often asked by architects and building owners about the cost to design crack-free concrete structures. Those with experience in concrete repair have found that structural and concrete mix designs must be coupled with exceptional field curing and placement practices to achieve “crack-free” or “watertight” concrete.
Structural engineers often state that concrete has two very important and distinctive features: it gets hard and it cracks. One cannot place enough steel in concrete to stop all cracking. However, concrete repair specialists who remediate water leakage in cracked concrete profess that it is better and more reliable to place a positive side membrane, rather than negative-side crack filler. If cost was not an issue, the most reliable approach for long-term water tightness in a leaking concrete structure is to place a new positive-side membrane to ensure against future cracks and subsequent leakage. Most agree that keeping oxygen, water, and potentially damaging ions away from the concrete crack or steel reinforcing bar interface would be preferable. Ancillary benefits of keeping the concrete free of moisture include minimizing corrosion of the reinforcement and eliminating the humid environments that can lead to fungi growth, mold, mildew, and noxious odors effecting air quality.
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In fact, concrete in excess of 3,500 psi compressive strength is considered watertight except at joints, cracks, tie-holes, and honeycombs. Advancements in both powdered and liquid admixtures have helped reduce the shrinkage effects of water, and improved flow and placement characteristics. However, when low water-to-cement ratio mix designs are used in heavily reinforced sections, coupled with complex forming configurations, the probability of subsequent cracks is almost certain. Even when the most recent American Concrete Institute (ACI) code structural design parameters are followed, state-of-the-art admixtures are used, coupled with best practice concrete placement and curing techniques, cracks will still occur.
A new, but proven solution
In the search for remediation techniques, a relatively new approach has been developed by the U.S. Army Corps of Engineers with funding from the U.S. Department of Defense. This technique involves electro-chemical dewatering that not only stops water leakage through concrete cracks, but also reduces the humidity within the concrete.
Electro-Osmotic Pulse (EOP) is based on the principles of electro-osmosis that were first published by physicist F.F. Reuss in 1809. Reuss discovered that by applying an electric current, he could move water uphill through a porous outlet. In the modern version of electro-osmosis, EOP provides pulses of electricity to effectively reverse the flow of moisture intrusion, driving it out of concrete and masonry structures affected by infiltration. In essence, the entire treated surface of the material becomes an electro-chemical and osmotic barrier that prevents water from entering a structure.
EOP waterproofing technology can be considered a viable solution for a variety of structures including parking facilities, hospitals, residential buildings, commercial, libraries, museums, industrial plants, stadiums, storage facilities, tunnels, roadways and more. Essentially, EOP can be used in any structure where leakage through concrete is unacceptable and other physical barrier techniques such as coatings, penetrating sealers, or waterproofing membranes have proven ineffective. In fact, where moisture proofing is critical, such as in military installations, or where moisture penetration leads to unhealthy environments within a structure, EOP has proven to be the most reliable and fail-proof option in preventing moisture intrusion.
How EOP works
An EOP system is fairly simple and basic. Each system uses only three components: anodes, cathodes, and controllers to provide a reliable moisture-proofing solution. For a typical EOP installation, anodes, such as mixed metal oxide (MMO) on titanium substrates of various geometries, are strategically placed along the inside face of the concrete or masonry structure that is being treated. Cathodes, made of copper-coated rods, are placed through the floor or wall outside and below the edge of the foundation. A controller or power supply, located in a convenient, accessible location, applies a safe, low-voltage DC electric field between the anodes and cathodes, causing the anodes to develop a positive charge and the cathodes a negative charge. This generates a flow of charged ions, or broken molecules, in the fluid that is within the structure to flow toward the anodes and cathodes (positively charged ions flow toward the cathodes and negatively charged ions flow toward the anodes.) This net flow, further enhanced by pulsing the power supply, drags water out of the structure and prevents it from re-entering. Implanted within the structure, reference cells and probes continuously monitor moisture levels, temperature, voltage, current, and rebar corrosion potentials, as well as regulate the operation of the EOP system for optimum performance.
EOP systems can be designed with varying degrees of redundancy depending on the criticality of the application. Redundant anodes and cathodes can be specified to ensure a fail-safe installation. Connections are welded and encased in epoxy, making it difficult for any air or water to enter into the connection and damage it over time. In case of a power outage, solar-powered or battery back-up equipment can be incorporated into the EOP design to keep the system up and running. The entire installation can be monitored constantly through Internet communications, which provides owners real-time data for remote system management.
With roots in the United States military, EOP seeks a failsafe dewatering and humidity control system for mission-critical defense structures, such as missile silos and launch facilities. Since 1992, the Department of Defense has invested significantly into EOP research and development. Currently, the technology has evolved to a state where it has become a standard for mission-critical applications. Continuing research by the Army Corps of Engineers and others is exploring applications where EOP technology may prove beneficial for related issues such as alkali silica reaction (ASR) and other property improvements of concrete structures.
Other EOP benefits
EOP offers further benefits not found in other waterproofing systems. A by-product of the application of EOP to a reinforced concrete structure is that cathodic protection is provided to steel rebar and other embedded metals within the concrete. The circuitry used for EOP is the same used for cathodic protection. A well-engineered EOP design will incorporate connections to the reinforcing steel to optimize operation of the EOP system. This, in turn, makes the steel electrically continuous with the cathodes, resulting in corrosion protection of the steel and prevention of damage and premature structural degradation. The system also prevents corrosive agents, such as sulphates and salt water, from penetrating the concrete and causing deterioration.
A structure experiencing wetness and water leakage problems is probably also experiencing excess humidity, musty odors, and mold build-up, factors generally categorized as indoor air quality (IAQ) issues. These problems are not only unsightly and damaging to a structure, but they can result in increased healthcare costs for occupants, decreased worker productivity, and possible litigation issues. EOP is known to reduce relative humidity within the concrete or masonry to levels that do not sustain growth of mold, mildew, and other contaminants that can affect the environmental quality. Relative humidity below 55 percent has been measured on structures being treated with EOP. Controlling humidity is important for applications where it can corrode equipment, such as computer and data centers. For the military, controlling humidity in applications such as underground launch facilities, where high humidity can be unsafe and can corrode critical equipment, is essential.
New cracks
After an EOP system is installed, it is possible that new cracks can develop in the concrete because of the drying effect known as shrinkage. This can occur as soil settles around a structure and as the concrete dries out. With conventional waterproofing systems, the entire system has to be replaced to find the source of the leak, or cracks have to be injected repeatedly with filler. When EOP is installed on a structure that develops new cracks caused by joint movements, drying, seismic events, or settling, repairing the cracks topically from the negative side reinstates the waterproofing properties originally established with EOP.
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Considering EOP as a waterproofing solution
It is important for structural engineers to understand the pros and cons of both positive- and negative-side waterproofing systems, as well as how to compare EOP to other waterproofing options based on the structure’s requirements and repair situation.
Conventional negative-side systems have two principal disadvantages compared with positive-side applications. First, negative-side systems allow groundwater to enter the concrete substrate. This could cause corrosion of reinforcing steel, accelerated deterioration of the substrate, and even growth of unhealthy organic substances. Second, negative-side systems, particularly cementitious coating and grouts, have a relatively short service life. While EOP is a negative-side applied system, it does not allow groundwater to enter the concrete substrate and the components of the system are designed for unlimited operation with periodic preventive maintenance.
Positive-side systems do prevent groundwater from entering concrete and normally have a longer service life than most negative-side systems, but they also have two disadvantages. The first disadvantage deals with inaccessibility of exterior walls due to zero-lot line construction, high water tables, excessive depth, or hardscape. The second involves higher relative cost due to excavation, shoring, and replacement of the soil and hardscape (when access is not an issue.) EOP provides the same benefits of most positive-side systems without the need for excavation and hardscape removal because it is applied on the interior side of the structure and is almost completely unaffected by exterior conditions.
A structure may be a good candidate for EOP when there is low leak-risk tolerance, indoor relative humidity must be controlled, and there needs to be a high sensitivity to organic growth. Other factors that make EOP a viable solution include a scenario in which the exterior wall/foundation is not economically accessible, the structure is threatened by corrosive soil chemicals or salt water, negative- and positive-side systems have been previously tried without success, or the building owner is looking for a permanent solution to water intrusion.
For more information on EOP, visit www.eopsystem.com
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Case studies using EOP |
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U.S. Treasury Building, Washington, D.C. |
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Lock & Dam No. 27, Alton, Ill. Water was seeping into the galleys, causing a hazardous condition for maintenance workers who had to walk along the galleys when they needed to repair the lock’s pumps. Because the walls and floors were wet, if a worker accidentally touched one of the electric cables running along the wall, they would be electrocuted. After the EOP waterproofing system was installed, the galleys are completely dry and water seepage is no longer a problem, making it safe for the maintenance workers to do their job. |
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Metro Tunnel, Washington, D.C. |
Brent Anderson, P.E., is a consultant with B.A. Associates. Jorge Costa, P.E., is president of ElectroTech CP, LLC. Paul Femmer serves ElectroTech CP, LLC, as a consultant on military applications of Electro-Osmotic Pulse (EOP) dewatering technology. ElectoTech CP, LLC is based in Tequesta, Fla. Visit www.electrotechcp.com for more information.













