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Characterisation of weathered clayey soils responsible for shallow landslides

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Figure

Fig. 1. Geological sketch of the study area. 1: study area; 2: talus debris; 3: Monte Vallassa Sandstone (Tortonian-Serravallian); 4: MonteLumello Marls (Langhian- pre-Langhian Miocene); 5: Antognola Marls (pre-Langhian Miocene-Upper Oligocene); 6: Monte Piano Marls(Eocene); 7: Zebedassi Limestone (Paleocene-Turonian); 8: bedrock strata attitude (the number indicates the dip angle); 9: trench pit.
Fig. 2. Landslide-inventory map (For the keys to legend, see Sect. 5, Fa: active landslide; Fq: dormant landslide; Fi: inactive landslide).
Table 1. Characteristics of the engineering geological units (A: slope angle, T: thickness, Z: active zone depth).
Fig. 3. Engineering geological unit map (see Table 1 for the description of the engineering-geological units).
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