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    Ground Penetrating Radar

    Gonzalo Gallo

    CEE 498KM

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    Outline

    Introduction

    Principle

    Instrumentation Data Analysis

    Advantages and Limitations

    Manufacturers and costs

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    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

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    Principle

    An EM pulse is sentthrough an antenna,penetrating into the

    surveyed material A portion of the energy isreflected back to theantenna when aninterface between

    materials of dissimilardielectric constants isencountered

    http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf

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    Principle

    The reflected signal hasinformation on: how quickly the signal

    traveled

    how much was attenuated

    These quantities dependon spatial configurationand materials

    The thickness of a layeris given by:

    where di is the thicknessof layeri, ti the total

    travel time through thatlayer, C is the speed oflight and r,i the dielectricconstant of the layer

    ir

    i

    i

    Ct

    d,

    2 I!

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    Principle

    The amount ofreflected energy at aninterface is governed

    by:

    where 1,2 is the

    reflection coefficientand r1 and r2 are thedielectric constants

    21

    21

    2,1

    rr

    rr

    II

    IIV

    !

    Material Dielectric

    Constant

    Air 1

    Water 81

    Concrete 6-12

    HMA 4-7Ice 1.5

    Metals

    Typical Dielectric Constants

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    Instrumentation

    The typical instrumentation for GPRincludes the following:

    Antenna Air-couple Ground-coupled

    Control Unit

    Display device Storage device

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    http://www.cait.rutgers.edu/finalreports/GPR-RU4474.pdf

    Instrumentation

    http://georadar.ids-spa.it/images/new/gpr_products/antennas.gif

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    Instrumentation

    Another configurationis a portablearrangement

    Small, hand-helddipole antenna

    Used for locatingrebar, embedments,voids, and otherabnormalities

    2.4lbs 10penetration

    http://www.ndtjames.com/catalog/rebarLocators/datascanMKII.html

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    Data Analysis

    Before using calibrate

    Copper plate Complete reflection

    Air Complete transmission

    Establish dielectric constant of test surfacewith reflected energy equation

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    Advantages and Limitations

    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 scanningand saves money

    Limitations Rebar reflects as arch

    patterns if dense,individual bars are no

    longer discerned Limitations if dielectricproperties are similar

    Dielectric propertiesunknown

    Material loss

    Difficult in thin layers Extensive data

    Operator dependant

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    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

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    Manufacturers and costs

    Antennas

    Air-coupled

    Ground-coupled

    Penetradar Corporation

    http://www.penetradar.com/GPR_Vehicles.htm

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    Manufacturers and costs

    Vehicular GPRs Single antenna

    Multiple antennas

    Custom configurations

    Penetradar Corporation

    GSSI(GeographicalSurvey

    Systems, Inc.)$48.000 (includesvehicle, antenna,software and training)

    http://www.penetradar.com/GPR_Vehicles.htm

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    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. Constructionand Building Materials, 19, 763-772

    ACI Committee 228, (2003). In-place methods toestimate concrete strength (ACI228.1R-03).Farmington Hills: American Concrete Institute.