Experimental Validation of a Numerical Forward Model for Tunnel Detection Using Cross-Borehole Radar
Document Type
Article
Publication Date
12-1-2012
Abstract
The goal of this research is to develop an experimentally validated twodimensional (2D) finite difference frequency domain (FDFD) numerical forward model to study the potential of radar-based tunnel detection. Tunnel detection has become a subject of interest to the nation due to the use of tunnels by illegal immigrants, smugglers, prisoners, assailants, and terrorists. These concerns call for research to nondestructively detect, localize, and monitor tunnels. Nondestructive detection requires robust image reconstruction and inverse models, which in turn need robust forward models. Cross-Well Radar (CWR) modality is used for experimentation to avoid soil-air interface roughness. CWR is not a versatile field technology for political boundaries but is still applicable to monitoring the perimeter of buildings or secure sites. Multiple-depth wideband frequency-response measurements are experimentally collected in fully water-saturated sand, across PVC-cased ferrite-bead-jacketed borehole monopole antennae at a pilot scale facility (referred to as SoilBED). The experimental results are then compared with the 2D-FDFD model. The agreement between the results of the numerical and experimental simulations is then evaluated. Results of this work provide key diagnostic tools that can help to develop the algorithms needed for the detection of underground tunnels using radar-based methods.
Publication Information
Farid, Arvin; Martinez-Lorenzo, Jose A.; Alshawabkeh, Akram N.; and Rappaport, Carey M.. (2012). "Experimental Validation of a Numerical Forward Model for Tunnel Detection Using Cross-Borehole Radar". Journal of Geotechnical and Geoenvironmental Engineering, 138(12), 1537-1541. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000716
Comments
This document has been accepted for publication in Journal of Geotechnical and Geoenvironmental Engineering. Current publication information is available at: DOI: 10.1061/(ASCE)GT.1943-5606.0000716