Val Venosta (Vinschgau) 2010

LCI : ITA1204100903
Main Information
Landslide Name : Val Venosta (Vinschgau) 2010
Latitude : 46:37:25.84 N
Longitude : 10:52:33.88 E
Location
City / District : Laces (Latsch)
Province : provincia autonoma di Bolzano – Alto Adige (Autonome Provinz Bozen – Südtirol)
Country : Italy
Reporter
Reporter 1 : Marco Peli
Reporter 2 : Alex Sanzeni
Landslide Type
Material : Earth
Movement : Slide
Velocity (mm/sec) : -
Depth (m) : Shallow
Slope (degree) : Steep
Volume (m³) : Very Small
Date of Occurence
Date of Occurence : Apr 12, 2010
Other Information
Land Use Source area : Forest
Run-out/deposition area : Forest, Railways
Other Activity : Unknown
Triggering Factor : Others
Death(s) & Missing : 9
Houses and other structural damage : Railway line interrupted for around 50 days
Photo of landslide :
Google earth kmz file : 20210120_peli_landslideVV-site.kmz
Plan of landslide :
Cross section of landslide : -
Reference (paper/report) : https://doi.org/10.1007/s10346-019-01251-2
Testing graph : -
Monitoring graph : -
Video of moving landslides including 3D simulation : -
Description :

The landslide occurred in Val Venosta/Vinschgau Valley (Province of Bolzano, South Tyrol, Northern Italy) on the 12th of April 2010, aroun 9:03 in the morning. The event affected a natural slope that was formed as the result of the erosion produced by the flow of the Adige River on the cone of an alluvial deposit, an area of about 200 m2 in the central part of a hillside with average inclination of approximately 36° and length of 65 m. The slip surface (approximate length 20 m, width from 8 to 12 m) was located about 1.0 m below the slope profile, in the uppermost layers of a predominantly coarse, well-graded soil (see photo). The event was triggered by an accidental and extraordinary infiltration of water from a malfunctioning component of an irrigation system located on the uphill almost flat area (see plan). Although the slope appeared to be uniformly covered with vegetation, the landslide apparently occurred in an area where there were no trees. After the occurrence of the event, a number of activities were performed to characterize the area (before this report authors’ involvement). Samples collected from the slope near the slip surface show the different composition of the soil cover (30% silt, 35% sand, 30% gravel, Plasticity Index Ip = 2–6%) from the lower alluvial deposit (15% silt, 20% sand, 65% gravel and cobbles). Although the landslide dimensions were small, its consequences were catastrophic because it caused the loss of nine lives and the injury of 28 people, and it significantly damaged the local railway infrastructure.