A strategy for GIS-based 3-D slope stability modelling over large areas
GIS-based deterministic models may be used for landslide susceptibility mapping over large areas. However, such efforts require specific strategies to (i) keep computing time at an acceptable level, and (ii) parameterize the geotechnical data. We test and optimize the performance of the GIS-based, 3...
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doaj-9c5304bd9b1f449283114849d328e9192020-11-24T23:53:17ZengCopernicus PublicationsGeoscientific Model Development1991-959X1991-96032014-12-01762969298210.5194/gmd-7-2969-2014A strategy for GIS-based 3-D slope stability modelling over large areasM. Mergili0I. Marchesini1M. Alvioli2M. Metz3B. Schneider-Muntau4M. Rossi5F. Guzzetti6Institute of Applied Geology, BOKU University, Vienna, AustriaCNR-IRPI, Perugia, ItalyCNR-IRPI, Perugia, ItalyFondazione Edmund Mach, San Michele all'Adige, ItalyDivision of Geotechnical and Tunnel Engineering, University of Innsbruck, Innsbruck, AustriaCNR-IRPI, Perugia, ItalyCNR-IRPI, Perugia, ItalyGIS-based deterministic models may be used for landslide susceptibility mapping over large areas. However, such efforts require specific strategies to (i) keep computing time at an acceptable level, and (ii) parameterize the geotechnical data. We test and optimize the performance of the GIS-based, 3-D slope stability model r.slope.stability in terms of computing time and model results. The model was developed as a C- and Python-based raster module of the open source software GRASS GIS and considers the 3-D geometry of the sliding surface. It calculates the factor of safety (FoS) and the probability of slope failure (<i>P</i><sub>f</sub>) for a number of randomly selected potential slip surfaces, ellipsoidal or truncated in shape. Model input consists of a digital elevation model (DEM), ranges of geotechnical parameter values derived from laboratory tests, and a range of possible soil depths estimated in the field. Probability density functions are exploited to assign <i>P</i><sub>f</sub> to each ellipsoid. The model calculates for each pixel multiple values of FoS and <i>P</i><sub>f</sub> corresponding to different sliding surfaces. The minimum value of FoS and the maximum value of <i>P</i><sub>f</sub> for each pixel give an estimate of the landslide susceptibility in the study area. Optionally, r.slope.stability is able to split the study area into a defined number of tiles, allowing parallel processing of the model on the given area. Focusing on shallow landslides, we show how multi-core processing makes it possible to reduce computing times by a factor larger than 20 in the study area. We further demonstrate how the number of random slip surfaces and the sampling of parameters influence the average value of <i>P</i><sub>f</sub> and the capacity of r.slope.stability to predict the observed patterns of shallow landslides in the 89.5 km<sup>2</sup> Collazzone area in Umbria, central Italy.http://www.geosci-model-dev.net/7/2969/2014/gmd-7-2969-2014.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
M. Mergili I. Marchesini M. Alvioli M. Metz B. Schneider-Muntau M. Rossi F. Guzzetti |
spellingShingle |
M. Mergili I. Marchesini M. Alvioli M. Metz B. Schneider-Muntau M. Rossi F. Guzzetti A strategy for GIS-based 3-D slope stability modelling over large areas Geoscientific Model Development |
author_facet |
M. Mergili I. Marchesini M. Alvioli M. Metz B. Schneider-Muntau M. Rossi F. Guzzetti |
author_sort |
M. Mergili |
title |
A strategy for GIS-based 3-D slope stability modelling over large areas |
title_short |
A strategy for GIS-based 3-D slope stability modelling over large areas |
title_full |
A strategy for GIS-based 3-D slope stability modelling over large areas |
title_fullStr |
A strategy for GIS-based 3-D slope stability modelling over large areas |
title_full_unstemmed |
A strategy for GIS-based 3-D slope stability modelling over large areas |
title_sort |
strategy for gis-based 3-d slope stability modelling over large areas |
publisher |
Copernicus Publications |
series |
Geoscientific Model Development |
issn |
1991-959X 1991-9603 |
publishDate |
2014-12-01 |
description |
GIS-based deterministic models
may be used for landslide susceptibility mapping over large areas. However,
such efforts require specific strategies to (i) keep computing time at an
acceptable level, and (ii) parameterize the geotechnical data. We test and
optimize the performance of the GIS-based, 3-D slope stability model
r.slope.stability in terms of computing time and model results. The model was
developed as a C- and Python-based raster module of the open source software
GRASS GIS and considers the 3-D geometry of the sliding surface. It
calculates the factor of safety (FoS) and the probability of slope failure
(<i>P</i><sub>f</sub>) for a number of randomly selected potential slip surfaces,
ellipsoidal or truncated in shape. Model input consists of a digital elevation model (DEM), ranges of
geotechnical parameter values derived from laboratory tests, and a range of
possible soil depths estimated in the field. Probability density functions
are exploited to assign <i>P</i><sub>f</sub> to each ellipsoid. The model
calculates for each pixel multiple values of FoS and <i>P</i><sub>f</sub>
corresponding to different sliding surfaces. The minimum value of FoS and the
maximum value of <i>P</i><sub>f</sub> for each pixel give an estimate of the
landslide susceptibility in the study area. Optionally, r.slope.stability is
able to split the study area into a defined number of tiles, allowing
parallel processing of the model on the given area. Focusing on shallow
landslides, we show how multi-core processing makes it possible to reduce computing
times by a factor larger than 20 in the study area. We further demonstrate
how the number of random slip surfaces and the sampling of parameters
influence the average value of <i>P</i><sub>f</sub> and the capacity of
r.slope.stability to predict the observed patterns of shallow landslides in
the 89.5 km<sup>2</sup> Collazzone area in Umbria, central Italy. |
url |
http://www.geosci-model-dev.net/7/2969/2014/gmd-7-2969-2014.pdf |
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