<?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>F.H. Kulhawy</dc:contributor>
  <dc:contributor>P.L.-F. Liu</dc:contributor>
  <dc:contributor>G. B. Tate</dc:contributor>
  <dc:creator>E.C. Clukey</dc:creator>
  <dc:date>1985</dc:date>
  <dc:description>The build-up of pore-water pressure by waves can lead to sediment liquefaction and subsequent transport by traction currents. This process was investigated by measuring pore-water pressures both in a field experiment and laboratory wave tank tests. Liquefaction was observed in the wave tank tests. The results suggest that sand is less susceptible than silts to wave-induced liquefaction because of the tendency to partially dissipate pore-water pressures. However, previous studies have determined that pore-water pressures must approach liquefaction before current velocities necessary to initiate transport are reduced. Once liquefaction has occurred more sediment can be transported. ?? 1985 Springer-Verlag New York Inc.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1007/BF02281636</dc:identifier>
  <dc:language>en</dc:language>
  <dc:title>The impact of wave loads and pore-water pressure generation on initiation of sediment transport</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>