<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Walter A. Barnhardt</dc:contributor>
  <dc:contributor>Scott Ashford</dc:contributor>
  <dc:contributor>Kyle Rollins</dc:contributor>
  <dc:creator>Robert E. Kayen</dc:creator>
  <dc:date>2000</dc:date>
  <dc:description>A ground penetrating radar (GPR) experiment at the Treasure Island Test Site [TILT] was performed to non-destructively image the soil column for changes in density prior to, and following, a liquefaction event. The intervening liquefaction was achieved by controlled blasting. A geotechnical borehole radar technique was used to acquire high-resolution 2-D radar velocity data. This method of non-destructive site characterization uses radar trans-illumination surveys through the soil column and tomographic data manipulation techniques to construct radar velocity tomograms, from which averaged void ratios can be derived at 0.25 - 0.5m pixel footprints. Tomograms of void ratio were constructed through the relation between soil porosity and dielectric constant. Both pre- and post-blast tomograms were collected and indicate that liquefaction related densification occurred at the site. Volumetric strains estimated from the tomograms correlate well with the observed settlement at the site. The 2-D imagery of void ratio can serve as high-resolution data layers for numerical site response analysis.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1061/40523(298)3</dc:identifier>
  <dc:language>en</dc:language>
  <dc:title>Non-destructive measurement of soil liquefaction density change by crosshole radar tomography, Treasure Island, California</dc:title>
  <dc:type>book</dc:type>
</oai_dc:dc>