Kot Engenharia

Application of Ground Penetrating Radar (GPR) to concrete structures

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1. Application of GPR in concrete: advantages, limitations, and practical examples

Ground-penetrating radar (GPR) is a geophysical inspection method used to scan the surface in many applications, including concrete structures such as buildings, dams, and bridges. In this article, you will learn through practical examples how GPR is applied to concrete structures, as well as its main advantages and limitations.

2. Challenges in inspecting concrete structures and the role of non-destructive testing

In general, the main causes of processes that compromise the integrity of concrete structures are related to design, the choice of construction materials, the quality of construction, and the use of the structure throughout its service life.

In this regard, both destructive and non-destructive methods are used to assess the current condition of a structure. Although destructive methods can extract the necessary information from the structure, they are invasive and time-consuming procedures that can cause damage and contribute to the deterioration of the concrete. Furthermore, they often result in reduced availability of the asset for operation. Thus, Non-Destructive Testing (NDT) stands out as an alternative that allows for efficient inspection and evaluation without damaging the structure or requiring its shutdown.

Furthermore, the main NDT methods used for inspecting reinforced concrete structures are sonic/ultrasonic methods, infrared thermography, radiography, and electromagnetic methods. In this regard, the latter, which will be discussed in this article, utilizes radar technology that is rapidly gaining traction among NDT methods in the field of structural engineering, including applications in reinforced concrete structures.

In addition, the Ground Penetrating Radar (GPR) method allows for the detection of one or more layers of rebar embedded in concrete at depths of up to 80 centimeters. Furthermore, this test is quick to perform and, unlike sonic testing, provides visual results—features that make it a particularly useful tool for:

    • Structures (or areas of them) where design documentation is poor or non-existent (typically old);

    • Structures in which it is necessary to check the as-built condition of the reinforcement against the design;

    • Assist in carrying out other tests in which the configuration of the reinforcement is relevant.

For example, Video 1, shown below, demonstrates its portability and speed of execution.

Video 1: Performing the GPR test. SOURCE: Kot Collection.

3. Ground Penetrating Radar in concrete

In fact, GPR for concrete is a relatively new non-destructive testing method in Civil Engineering allows for the identification, visualization, and mapping of objects within concrete. Furthermore, this technique has shown significant advancements over the past decade, particularly in locating reinforcing bars and estimating the cover depth of reinforced concrete.

In this regard, the operating principle of GPR is based on the transmission of an electromagnetic wave toward the surface of the material by a radar with a fixed center frequency using one or more antennas. The signal then returns to the device and exhibits characteristics determined by the properties of the material.

Figure 1 illustrates the test and the corresponding signal output. In general, the receiver first detects a forward wave that propagates through the air from the transmitter to the receiver on the surface of the material. Next, the electromagnetic wave, which passes through the concrete until it reaches the material with different dielectric properties (rebar), is reflected, and the receiver detects the wave by processing the signal.

Signal processing steps in GPR testing

Figure 1: Example of a GPR test and corresponding signal output. SOURCE: Adapted from ACI 228.2R-13

Furthermore, with regard to standards—specifically those pertaining to concrete—ASTM D6087-08 provides detailed coverage of a series of GPR procedures for assessing the condition of bridge decks paved with asphalt concrete. ASTM D4748-15 specifies the determination of pavement layer thickness, and ASTM D6432-11 specifies subsurface investigation.

 

3.1. Advantages

In summary, the main advantages are:

    • Reliability of results;

    • Fast results with high-resolution images;

    • Suitable for external surveys;

    • Useful information on the main structural elements.

 

3.2. Limitations

On the other hand, the limitations include:

    • Complexity in interpreting results;

    • Limited depth range on the surface.

 

Figure 2 shows different ways of visualizing the results carried out by Kot Engenharia in the same area of a reinforced concrete structure.

GPR test results on a reinforced concrete structure

Figure 2: GPR results on a reinforced concrete structure. SOURCE: Kot Collection.

3.3. Example of application

For example, GPR was used to assess the condition of a reinforced concrete foundation belonging to a conveyor belt. The objective was to verify and confirm the condition of the structure in relation to the original design using non-destructive testing.

The pile load testing allowed us to locate the reinforcement and also estimate the diameter of the bars and the concrete cover. However, obtaining a sufficient number of results (readings) was difficult due to equipment limitations and the adverse geometric conditions encountered in the tested structure. Consequently, GPR was used as a complementary test in the process of verifying the reinforcement.

The equipment used for the test was a Proceq GP8000 with stepped frequency continuous wave technology, a modulated frequency range of 200 - 4000 MHz and a penetration depth of up to 80 cm.

Finally, the results obtained by GPR (Figure 3) indicated compliance with the design by identifying the first- and second-layer reinforcement on the faces where the test was conducted.

Visualization of reinforcement using GPR testing in a reinforced concrete structure

Figure 3: GPR test on reinforced concrete structure. SOURCE: Kot Collection.

4. GPR as a strategic solution for the diagnosis and management of concrete structures

In summary, the GPR non-destructive testing method enables efficient inspection and assessment. Furthermore, it has other applications in Civil Engineering and has proven effective in locating reinforcing bars and estimating their cover depth.

Thus, its ability to provide rapid imaging results on key structural elements in a short period of time demonstrates the versatility of this NDT method.

Finally, it should be noted that, as a relatively new method that has seen significant advancements, GPR—combined with the ability to interpret its results—is a highly valuable tool for assessing the condition of reinforced concrete structures. Therefore, this study contributes to the sustainable development of Structural Integrity management systems, as well as maintenance and quality control in construction.

 

GPR is with Kot Engenharia

If you, like our more than 150 clients, are looking for specialized solutions in structural analysis or failure prevention such as deformation, vibration, and corrosion, consult our team and count on Kot Engenharia.

Since 1993, we have been offering engineering consultancy services through technical studies using non-destructive testing, field instrumentation and computer simulations (FEM, DEM and CFD) for highly complex diagnoses of concrete and metal structures and industrial equipment.

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Kot Engenharia Team

With more than 30 years of history and many services provided with excellence in the national and international market, the company promotes the integrity of its clients' assets and collaborates in solving engineering challenges. To achieve this, it uses tools for the calculation, inspection, instrumentation and monitoring of structures and equipment.