http://www.cnr.it/ontology/cnr/individuo/prodotto/ID79092
Integration of Geographic Information System with Groundwater Models for Landslide Hazard Assessment (Contributo in atti di convegno)
- Type
- Label
- Integration of Geographic Information System with Groundwater Models for Landslide Hazard Assessment (Contributo in atti di convegno) (literal)
- Anno
- 2001-01-01T00:00:00+01:00 (literal)
- Alternative label
Masetti M. & Sterlacchini S. (2001)
Integration of Geographic Information System with Groundwater Models for Landslide Hazard Assessment
in IACMAG - 10th International Conference on Computer Methods and Advances in Geomechanics, Tucson, Arizona (USA), 7-12 January 2001
(literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
- Masetti M. & Sterlacchini S. (literal)
- Pagina inizio
- Pagina fine
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#titoloVolume
- Computer Methods and Advances in Geomechanics (literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#note
- Proc. pp. 1589-1594 (literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#pagineTotali
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
- Masetti M. - Dipartimento di Scienze della Terra «Ardito Desio», Università degli Studi di Milano, Italia
Sterlacchini S. - CNR - Istituto per la Dinamica dei Processi Ambientali (sezione di Milano), Milano, Italia (literal)
- Titolo
- Integration of Geographic Information System with Groundwater Models for Landslide Hazard Assessment (literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#isbn
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autoriVolume
- Abstract
- In this study, the integration of a raster-based Geographical Information System (GIS) with groundwater and deterministic models is proposed in order to perform landslide hazard assessment. Distribution of the factor of safety values for each pixel is calculated using the frequency distributions of the main physical and technical input parameters. Results show that: a) this approach has a good agreement with the morphological evolution of the investigated area; b) the evaluation of unsaturated conditions both for hydrological and geotechnical analysis gives a better understanding and assessment of slope instability processes; c) evaluation of the variance of the safety factors and maps of the probability of failure values can be obtained by the distribution functions of the input parameters; d) real probabilities can be derived considering the calculated probability of failure with the time probability of the considered triggering events. (literal)
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- Autore CNR
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