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Problem Statement
The performance and durability of reinforced concrete structures depend heavily on the correct placement and alignment of rebar meshes. Misalignments, improper spacing, or cover variations can compromise load-bearing capacity and accelerate deterioration through corrosion. Conventional inspection methods such as coring are destructive and limited in scope, necessitating a non-destructive, high-resolution technique for rebar quality verification.
Overview
A Ground Penetrating Radar (GPR) survey using a 500 MHz ultra-wideband (UWB) antenna was carried out to assess rebar placement within a reinforced concrete slab. The primary objective was to detect rebar misalignments, spacing irregularities, and cover depth variations in the embedded mesh.
Engineering Impact
Enabled non-destructive detection of rebar misalignments, offering rapid feedback on construction quality.
Provided digital records for as-built verification against design specifications.
Supported structural health monitoring (SHM) and preventive maintenance planning.
Reduced reliance on invasive methods, saving both time and structural integrity.
Conclusion
This study demonstrates the capability of 500 MHz UWB GPR to accurately detect rebar misalignments, spacing irregularities, and cover variations in reinforced concrete. GPR proves to be a valuable diagnostic tool for quality assurance, construction verification, and long-term monitoring of civil infrastructure.
Methodology
System Configuration: 500 MHz UWB antenna with a bandwidth of 250–750 MHz, optimized for shallow, high-resolution imaging.
Survey Design: High-density parallel scans with close line spacing to capture fine-scale anomalies in rebar geometry.
Processing Workflow: Application of filtering, migration, and amplitude enhancement to highlight rebar hyperbolas and measure spacing accurately.
Key Findings
Rebar Mesh Visualization: Strong, shallow reflections enabled clear identification of reinforcement patterns.
Misalignments Detected: Deviations in bar spacing and alignment were observed compared to expected mesh geometry.
Concrete Cover Assessment: Variations in rebar cover thickness were detected, indicating inconsistent placement during construction.
Structural Implications: Misaligned reinforcement may influence load transfer efficiency, crack propagation, and long-term durability.
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