Journal article

Physically based hydrogeological and slope stability modeling of the Turaida castle mound

  • Kukemilks, Karlis Lehrstuhl für Geologie, Universität Trier, Germany
  • Wagner, Jean-Frank Lehrstuhl für Geologie, Universität Trier, Germany
  • Saks, Tomas Department of Geosciences, University of Fribourg, Switzerland
  • Brunner, Philip Centre d’Hydrogéologie et de Géothermie (CHYN)Université de Neuchâtel, Switzerland
Show more…
Published in:
  • Landslides. - 2018, vol. 15, no. 11, p. 2267–2278
English 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.
Faculté des sciences et de médecine
Département de Géosciences
  • English
License undefined
Persistent URL

Document views: 31 File downloads:
  • sak_pbh.pdf: 49