Documenti full-text disponibili:
      
        
          
            | ![[thumbnail of Thesis]](https://amslaurea.unibo.it/style/images/fileicons/application_pdf.png) | Documento PDF (Thesis) Full-text accessibile solo agli utenti istituzionali dell'Ateneo
 Disponibile con Licenza: Salvo eventuali più ampie autorizzazioni dell'autore, la tesi può essere liberamente consultata e può essere effettuato il salvataggio e la stampa di una copia per fini strettamente personali di studio, di ricerca e di insegnamento, con espresso divieto di qualunque utilizzo direttamente o indirettamente commerciale. Ogni altro diritto sul materiale è riservato
 Download (3MB)
              
              
                | Contatta l'autore
 | 
        
      
    
  
  
    
      Abstract
      This research project attempts to design a preliminary numerical model of the Fels slide, an unstable slope at the tongue of the Fels glacier in Alaska, United States. Following research on the slope failure mechanism and rupture surface by Donati et al. (2021), a three-dimensional model has been developed to investigate the factors controlling the slope failure using the Finite Element Method in the Rocscience software RS3. As glacier retreat and slope failure have been linked by many studies, this research also aims to assess whether the retreat of the Fels glacier might play a role in failure of the slope. Due to limited data availability in this remote region, remote sensing data was used for the morphology of the study area, as well as the rupture surface proposed by Donati et al., (2021). Material properties were based on field investigation by Newman (2013) and literature. Glacier retreat was estimated from historical imagery. The model resulted in a computed critical strength reduction factor of 0.99, meaning the model accurately represents a failing slope. Not all displacement trends found by remote sensing by Donati et al. (2021) were recognized in the displacement vectors and solid displacement figures of the model output. When adding glacier volumes as elastic material buttress, the SRF increases. This is in accordance with literature, but likely overestimated in this analysis. The preliminary slope model predicts the failure to a certain extent, but is not entirely accurate, particularly with respect to displacement magnitude and distribution. Reassessing the reconstruction of the basal surface, introducing a more complex representation of the unstable slope, including the fast-moving toe, and adding more parameters like groundwater and more specific material properties would make the model more accurate. Nevertheless, it is a step towards prediction of natural hazards from little data, valuable for risk assessment as well as climate change studies.
     
    
      Abstract
      This research project attempts to design a preliminary numerical model of the Fels slide, an unstable slope at the tongue of the Fels glacier in Alaska, United States. Following research on the slope failure mechanism and rupture surface by Donati et al. (2021), a three-dimensional model has been developed to investigate the factors controlling the slope failure using the Finite Element Method in the Rocscience software RS3. As glacier retreat and slope failure have been linked by many studies, this research also aims to assess whether the retreat of the Fels glacier might play a role in failure of the slope. Due to limited data availability in this remote region, remote sensing data was used for the morphology of the study area, as well as the rupture surface proposed by Donati et al., (2021). Material properties were based on field investigation by Newman (2013) and literature. Glacier retreat was estimated from historical imagery. The model resulted in a computed critical strength reduction factor of 0.99, meaning the model accurately represents a failing slope. Not all displacement trends found by remote sensing by Donati et al. (2021) were recognized in the displacement vectors and solid displacement figures of the model output. When adding glacier volumes as elastic material buttress, the SRF increases. This is in accordance with literature, but likely overestimated in this analysis. The preliminary slope model predicts the failure to a certain extent, but is not entirely accurate, particularly with respect to displacement magnitude and distribution. Reassessing the reconstruction of the basal surface, introducing a more complex representation of the unstable slope, including the fast-moving toe, and adding more parameters like groundwater and more specific material properties would make the model more accurate. Nevertheless, it is a step towards prediction of natural hazards from little data, valuable for risk assessment as well as climate change studies.
     
  
  
    
    
      Tipologia del documento
      Tesi di laurea
(Laurea magistrale)
      
      
      
      
        
      
        
          Autore della tesi
          Noijons, Benthe Charlie
          
        
      
        
          Relatore della tesi
          
          
        
      
        
          Correlatore della tesi
          
          
        
      
        
          Scuola
          
          
        
      
        
          Corso di studio
          
          
        
      
        
          Indirizzo
          Earth resources engineering
          
        
      
        
      
        
          Ordinamento Cds
          DM270
          
        
      
        
          Parole chiave
          slope stability,numerical modelling,glacier retreat,remote sensing
          
        
      
        
          Data di discussione della Tesi
          15 Settembre 2023
          
        
      
      URI
      
      
     
   
  
    Altri metadati
    
      Tipologia del documento
      Tesi di laurea
(NON SPECIFICATO)
      
      
      
      
        
      
        
          Autore della tesi
          Noijons, Benthe Charlie
          
        
      
        
          Relatore della tesi
          
          
        
      
        
          Correlatore della tesi
          
          
        
      
        
          Scuola
          
          
        
      
        
          Corso di studio
          
          
        
      
        
          Indirizzo
          Earth resources engineering
          
        
      
        
      
        
          Ordinamento Cds
          DM270
          
        
      
        
          Parole chiave
          slope stability,numerical modelling,glacier retreat,remote sensing
          
        
      
        
          Data di discussione della Tesi
          15 Settembre 2023
          
        
      
      URI
      
      
     
   
  
  
  
  
  
    
    Statistica sui download
    
    
  
  
    
      Gestione del documento: 
      
        