2003
DOI: 10.1117/12.487318
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Passive detection of buried structures using elastic waves

Abstract: An investigation of the feasibility of detecting structures buried underground through passive listening techniques will be presented. Passive detection of structures will be analyzed using elastic wave sources originating inside the structure and from sources exterior to the structure and on the surface. The primary method of investigation will be numerical models using the finite-difference time-domain method (FDTD).A source inside the structure excites elastic waves in the structure, a portion of which trav… Show more

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Cited by 3 publications
(1 citation statement)
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“…The analysis of the developed strains in the fiber is based on the following assumptions: [1] The fiber is always in contact with the soil, [2] the soil (in the vicinity of the fibers) is homogenous linear elastic continuum, [3] the tunnel is unaffected by the existence of the fiber (i.e. unaware of soil-fiber interaction).…”
Section: Tunneling-induced Displacements and Developed Strains In Thementioning
confidence: 99%
“…The analysis of the developed strains in the fiber is based on the following assumptions: [1] The fiber is always in contact with the soil, [2] the soil (in the vicinity of the fibers) is homogenous linear elastic continuum, [3] the tunnel is unaffected by the existence of the fiber (i.e. unaware of soil-fiber interaction).…”
Section: Tunneling-induced Displacements and Developed Strains In Thementioning
confidence: 99%