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Ground Penetrating Radar. Gonzalo Gallo CEE 498KM. Outline. Introduction Principle Instrumentation Data Analysis Advantages and Limitations Manufacturers and costs. Introduction. RADAR → Radio Detection and Ranging Detect target in free space Determine the range
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Ground Penetrating Radar Gonzalo Gallo CEE 498KM
Outline • Introduction • Principle • Instrumentation • Data Analysis • Advantages and Limitations • Manufacturers and costs
Introduction • RADAR → Radio Detection and Ranging • Detect target in free space • Determine the range • Civil engineering applications • Probing into soil to detect pipelines and tanks • Cavities • Thickness determination • Locating reinforcement • Identifying deterioration
Principle • An EM pulse is sent through an antenna, penetrating into the surveyed material • A portion of the energy is reflected back to the antenna when an interface between materials of dissimilar dielectric constants is encountered http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf
The reflected signal has information on: how quickly the signal traveled how much was attenuated These quantities depend on spatial configuration and materials The thickness of a layer is given by: where diis the thickness of layer i, ti the total travel time through that layer, C is the speed of light and εr,i the dielectric constant of the layer Principle
Principle • The amount of reflected energy at an interface is governed by: where ρ1,2 is the reflection coefficient and εr1 and εr2 are the dielectric constants Typical Dielectric Constants
Instrumentation • The typical instrumentation for GPR includes the following: • Antenna • Air-couple • Ground-coupled • Control Unit • Display device • Storage device
Instrumentation http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf http://georadar.ids-spa.it/images/new/gpr_products/antennas.gif
Instrumentation • Another configuration is a portable arrangement • Small, hand-held dipole antenna • Used for locating rebar, embedments, voids, and other abnormalities • 2.4lbs – 10” penetration http://www.ndtjames.com/catalog/rebarLocators/datascanMKII.html
Data Analysis • Before using calibrate • Copper plate → Complete reflection • Air → Complete transmission • Establish dielectric constant of test surface with reflected energy equation
Data Analysis • Techniques for analysis • Cluster analysis • Topographic plotting • Quantitative peak tracking • Peak plotting http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf
Advantages Fast speed scanning with non-contact antennas Very sensitive to presence of embedded metal objects Sensitive to the presence of moisture In general, fast scanning and saves money Limitations Rebar reflects as arch patterns – if dense, individual bars are no longer discerned Limitations if dielectric properties are similar Dielectric properties unknown Material “loss” Difficult in thin layers Extensive data Operator dependant Advantages and Limitations
Manufacturers and costs • Hand-held • Datascan MKII • James Instruments ND • $12.000 • IRIS systems • Penetradar • GSSI handy-scan • $6.500 b&w • $10.000 color http://ndtdirect.com/shop/products.asp?viewall=1&stritem=CN-JA-RB1,CN-JA-RB2,CN-JA-RB3&keyword=Concrete&id1=44&id2=136 http://www.penetradar.com/GPR_Vehicles.htm
Manufacturers and costs • Antennas • Air-coupled • Ground-coupled Penetradar Corporation http://www.penetradar.com/GPR_Vehicles.htm
Manufacturers and costs • Vehicular GPR’s • Single antenna • Multiple antennas • Custom configurations Penetradar Corporation GSSI (GeographicalSurvey Systems, Inc.) $48.000 (includes vehicle, antenna, software and training) http://www.penetradar.com/GPR_Vehicles.htm
Links and References • http://www.geophysical.com/ • http://www.penetradar.com/ • http://ndtdirect.com/ • http://www.ndtjames.com/ • http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf • Al-Qadi, I.L. and Lahouar (2005). “Measuring layer thickness with GPR –Theory to practice”. Construction and Building Materials, 19, 763-772 • ACI Committee 228, (2003). “In-place methods to estimate concrete strength (ACI 228.1R-03).” Farmington Hills: American Concrete Institute.