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Red frame shows the main landslide area.
It deposited a thin layer (0.4 m) of material reaching the main landslide accumulation area ('l' in Fig. 1).
Fig. 3 Geological map of main landslide area (modified from Kawanabe 1998; photograph from the Geospatial Information Authority of Japan).
Fig. 7 Plan view of the main landslide area (photograph from the Geospatial Information Authority of Japan) Fig. 8 Photograph locations are marked on Figure 7.
Fig. 3 shows the geological map of the main landslide area, which is outlined in Fig. 2 (right) with a yellow frame.
On the left side of Fig. 7 marks of main landslide scarps (from 1870 and 1885) together with the position of the flysch-limestone contact, visible from RPAS model, are shown.
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Moreover, testimonies provide evidences that the main landslides were triggered during the earthquake (Kargel et al. 2015).
Landslide hazard analysis can be divided into two main components: (1) landslide susceptibility; and (2) triggering factors.
Five years on from the main Rampac Grande landslide only small reactivations have been identified; nevertheless, several parts of the complex landslide were unstable in 2009 and continuing fluvial erosion enhanced this hazard.
The main step for landslide hazard mapping is data collection and preparation of a spatial database from which relevant factors can be extracted.
The intensity data can also provide some information about the type of material and the soil moisture content of the targets, which can add information regarding the landslide main geomorphologic features (Voegtle et al., 2008; Franceschi et al., 2009).
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