<?xml version="1.0"?>
<oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" 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:title>Sector collapse at Kick 'em Jenny submarine volcano (Lesser Antilles) : numerical simulation and landslide behaviour</dc:title>
  <dc:creator>Dondin, F.</dc:creator>
  <dc:creator>Lebrun, J. F.</dc:creator>
  <dc:creator>/Kelfoun, Karim</dc:creator>
  <dc:creator>Fournier, N.</dc:creator>
  <dc:creator>Randrianasolo, A.</dc:creator>
  <dc:subject>Kick 'em Jenny</dc:subject>
  <dc:subject>Sector collapse</dc:subject>
  <dc:subject>Submarine landslide</dc:subject>
  <dc:subject>Numerical modelling</dc:subject>
  <dc:subject>Rheology</dc:subject>
  <dc:subject>VolcFlow</dc:subject>
  <dc:subject>Lesser Antilles</dc:subject>
  <dc:description>Kick 'em Jenny volcano is the only known active submarine volcano in the Lesser Antilles. It lies within a horseshoe-shaped structure open to the west northwest, toward the deep Grenada Basin. A detailed bathymetric survey of the basin slope at Kick 'em Jenny and resulting high-resolution digital elevation model allowed the identification of a major submarine landslide deposit. This deposit is thought to result from a single sector collapse event at Kick 'em Jenny and to be linked to the formation of the horseshoe-shaped structure. We estimated the volume and the leading-edge runout of the landslide to be ca. 4.4 km(3) and 14 km, respectively. We modelled a sector collapse event of a proto Kick 'em Jenny volcano using VolcFlow, a finite difference code based on depth-integrated mass and momentum equations. Our models show that the landslide can be simulated by either a Coulomb-type rheology with low basal friction angles (5.5A degrees-6.5A degrees) and a significant internal friction angle (above 17.5A degrees) or, with better results, by a Bingham rheology with low Bingham kinematic viscosity (0 &lt; nu (B) &lt; 30 m(2)/s) and high shear strength (130 &lt; I-3 a parts per thousand currency signaEuro parts per thousand 180 m(2)/s(2)). The models and the short runout distance suggest that the landslide travelled as a stiff cohesive flow affected by minimal granular disaggregation and slumping on a non-lubricated surface. The main submarine landslide deposit can therefore be considered as a submarine mass slide deposit that behaved like a slump.</dc:description>
  <dc:date>2012</dc:date>
  <dc:type>text</dc:type>
  <dc:identifier>https://www.documentation.ird.fr/hor/fdi:010055709</dc:identifier>
  <dc:identifier>fdi:010055709</dc:identifier>
  <dc:identifier>Dondin F., Lebrun J. F., Kelfoun Karim, Fournier N., Randrianasolo A.. Sector collapse at Kick 'em Jenny submarine volcano (Lesser Antilles) : numerical simulation and landslide behaviour. 2012, 74 (2),  595-607</dc:identifier>
  <dc:language>EN</dc:language>
</oai_dc:dc>
