La Pergalla landslide

La Pergalla landslide

LCI : ITA1901211313
Main Information
Landslide Name : La Pergalla landslide
Latitude : 44:45:59.09 N
Longitude : 9:36:21.62 E
Location
City / District : Bettola
Province : Piacenza
Country : Italy
Reporter
Reporter 1 : Marco Mulas
Reporter 2 : Alessandro Corsini
Landslide Type
Material : Earth
Movement : Complex
Velocity (mm/sec) : Moderate
Depth (m) : Deep-Moderate
Slope (degree) : Moderate
Volume (m³) : Small
Date of Occurence
Date of Occurence : Mar 26, 2016
Other Information
Land Use Source area : Forest, Farming, Pasture, Human settlement, Road
Run-out/deposition area : Forest, Farming, Pasture, Road, River
Other Activity : Active in the past
Triggering Factor : Rainfall
Death(s) & Missing : -
Houses and other structural damage : yes
Photo of landslide :
Google earth kmz file : Pergalla.kmz
Plan of landslide :
Cross section of landslide :
Reference (paper/report) : http://link.springer.com/10.1007/s10346-018-1039-4
Testing graph :
Monitoring graph :
Video of moving landslides including 3D simulation : -
Description :

On March 28, 2016, the toe zone of the apparently dormant Pergalla earthslide-earthflow (Northern Apennines, Italy) had a paroxysmal reactivation. In the course of 2 days, displacements up to almost 8 m severely damaged several houses and roads. At the bottom of the slope, the emersion of rotational sliding surfaces determined the uplift of almost 3 m of the Nure river streambed that was consequently partially dammed. The landslide event was investigated by mean of field surveys and analysis of post-event aerial photos, as well as data from geophysical surveys and pre- to post-failure displacement monitoring. Antecedent rainfall, the migration of active streambed channels of Nure river toward the landslide toe in the previous year, and the existence of long-term pre-failure slow movements were identified as factors responsable for the landslide reactivation. It is concluded that these factors, together with the presence of sliding surfaces extending beneath the valley floor, should be primarily considered if a preventive assessment of river damming potential due to streambed uplift should be made for other similar landslides in the Apennines.