<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:creator>Kukemilks, Karlis</dc:creator>
  <dc:creator>Wagner, Jean-Frank</dc:creator>
  <dc:creator>Saks, Tomas</dc:creator>
  <dc:creator>Brunner, Philip</dc:creator>
  <dc:date>2018-11-01</dc:date>
  <dc:description xmlns:ns0="xml" ns0:lang="en">This study explores the potential of integrating state-of-the-art physically based  hydrogeological modeling into slope stability simulations to identify the  hydrogeological triggers of landslides. Hydrogeological models considering detailed  morphological, lithological, and climatic factors were elaborated. Groundwater  modeling reveals locations with elevated pore water pressures in the subsurface and  allows the quantification of temporal dynamics of the pore water pressures. Results of  the hydrogeological modeling were subsequently applied as boundary conditions for  the slope stability simulations. The numerical models illustrate that the  hydrogeological impacts affecting hillslope stability are strongly controlled by local  groundwater flow conditions and their conceptualization approach in the  hydrogeological model. Groundwater flow itself is heavily influenced by the inherent  geological conditions and the dynamics of climatic forcing. Therefore, both detailed  investigation of the landslide’s hydrogeology and appropriate conceptualization and  scaling of hydrogeological settings in a numerical model are essential to avoid an  underestimation of the landslide risk. The study demonstrates the large potential in  combining state-of-the-art computational hydrology with slope stability modeling in  real-world cases.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>https://folia.unifr.ch/global/documents/307204</dc:identifier>
  <dc:identifier>https://folia.unifr.ch/documents/307204/files/sak_pbh.pdf</dc:identifier>
  <dc:language>eng</dc:language>
  <dc:relation>info:eu-repo/semantics/altIdentifier/doi/10.1007/s10346-018-1038-5</dc:relation>
  <dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
  <dc:rights>License undefined</dc:rights>
  <dc:source>Landslides. - 2018, vol. 15, no. 11, p. 2267–2278</dc:source>
  <dc:subject>info:eu-repo/classification/udc/55</dc:subject>
  <dc:title xmlns:ns1="xml" ns1:lang="en">Physically based hydrogeological and slope stability modeling of the Turaida castle mound</dc:title>
  <dc:type>http://purl.org/coar/resource_type/c_6501</dc:type>
</oai_dc:dc>
