Abstract
A sophisticated GIS application for assessing landslide hazard on a large scale is presented. In order to assess the landslide hazard, the critical natural slope in a small field of study, 200 m × 200 m, is found and the slope is analysed using a non-circular failure envelope with estimated soil properties, groundwater levels, earthquake, and surcharged loadings. The analysis uses a probabilistic approach, where groundwater, earthquake and soil properties each contribute to the analysis, even though some factors may have a relatively small influence. Landslide hazard can then be estimated within a period of time by analysing the probabilistic distribution of factor of safety.
| Original language | English |
|---|---|
| Pages (from-to) | 278-285 |
| Number of pages | 8 |
| Journal | Computers and Geotechnics |
| Volume | 35 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - Mar 2008 |
Keywords
- Probabilistic
- Earthquake
- Slope stability
- Groundwater
- GIS
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