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@INPROCEEDINGS{Moradi:845155,
      author       = {Moradi, Shirin and Huisman, Johan Alexander and Class,
                      Holger and Vereecken, Harry},
      title        = {{H}ydromechanical modelling of slope stability at
                      {D}ollendorfer {H}ardt, {G}ermany, using the {L}ocal-
                      {F}actor-of-{S}afety concept},
      reportid     = {FZJ-2018-02465, EGU2018-14249},
      year         = {2018},
      abstract     = {Rainfall-induced landslides are one of the most important
                      natural hazards that endanger human life and
                      infrastructureall around the world. Different model concepts
                      have been developed to consider the effect of soil
                      hydrologyon the mechanical balance and to predict the
                      stability of hillslopes. One state-of-the-art modelling
                      approach forcoupled hydromechanical slope stability analysis
                      is based on the Mohr-Coulomb concept that allows evaluating
                      thestability at each point within a hillslope using the
                      so-called Local-Factor-of-Safety (LFS) approach. However,
                      theLFS approach has so far mainly been used to analyze in
                      silico experiments with relatively simple slope
                      geometry.Therefore, this study aims to apply the LFS concept
                      to a slope with complex morphology and spatially
                      distributedmaterial properties that are expected to have a
                      strong influence on flow orientation, water content, stress
                      distribution,and slope stability. Our study site is located
                      at Dollendorfer Hardt, Germany, and has been investigated in
                      arange of previous studies. The slope geometry was obtained
                      from a high resolution digital elevation model, andthe
                      subsurface layering was derived from geophysical site
                      characterization. The results of the
                      hydromechanicalsimulations will be compared to available
                      soil water content monitoring data obtained using a wireless
                      sensor networkand time-lapse electrical resistivity
                      tomography. In a final step, slope stability will be
                      evaluated for severalhypothetical rainfall scenarios to
                      determine conditions for potential slope movement.},
      month         = {Apr},
      date          = {2018-04-09},
      organization  = {European Geosciences Union General
                       Assembly 2018, Vienna (Austria), 9 Apr
                       2018 - 13 Apr 2018},
      subtyp        = {After Call},
      cin          = {IBG-3},
      cid          = {I:(DE-Juel1)IBG-3-20101118},
      pnm          = {255 - Terrestrial Systems: From Observation to Prediction
                      (POF3-255)},
      pid          = {G:(DE-HGF)POF3-255},
      typ          = {PUB:(DE-HGF)29 / PUB:(DE-HGF)24},
      url          = {https://juser.fz-juelich.de/record/845155},
}