Slano Blato Landslide

LCI : SVN201612061910
Main Information
Landslide Name : Slano Blato Landslide
Latitude : 45:54:0 N
Longitude : 13:51:0 E
Location
City / District : Stomaz
Province : Ajdovscina
Country : Slovenia
Reporter
Reporter 1 : Khang Dang
Reporter 2 : Boštjan Pulko
Landslide Type
Material : Debris, Earth
Movement : Flow
Velocity (mm/sec) : Moderate
Depth (m) : Moderate-Shallow
Slope (degree) : -
Volume (m³) : Large-Moderate
Date of Occurence
Date of Occurence : Sep 18, 1887
Other Information
Land Use Source area : Forest
Run-out/deposition area : Road
Other Activity : Active in the past
Triggering Factor : Rainfall
Death(s) & Missing : -
Houses and other structural damage : main road
Photo of landslide :
Google earth kmz file : Slano Blato Landslide.kmz
Plan of landslide : -
Cross section of landslide :
Reference (paper/report) : http://link.springer.com/article/10.1007/s10346-012-0372-2
Testing graph : -
Monitoring graph : Rainfall Data-Otlica-Slano blato landslide 2002-2012.JPG
Video of moving landslides including 3D simulation : -
Description :

Slano blato landslide is located at 45°54? N 13°51? E in the Eocene flysch region of western Slovenia. The landslide was first mentioned in 1887 with the occurrence of an earth flow destroying the main road in the valley about 2 km away. The landslide was thereafter remediated with a series of torrential check dams along the Grajš?ek stream. The landslide remained stable till November 2000, when during heavy rainfall, a large landslide of mud and debris was triggered, moved along the Grajš?ek stream at a speed of up to 100 m/day and threatened the village of Lokavec situated in the valley below. The landslide is about 1,600 m long, 60 to 250 m wide, with a total sliding mass of about 900,000 m3 located between 270 and 650 m asl. In 2001 and 2002, approximately 230,000 m3 of accumulated debris material were removed from the area of a rockfill dam that was built about 300 m above the village as a part of protection measures, followed by surface and subsurface drainage works and a construction of three RC shafts/wells in 2004, with gradual construction of additional eight RC shafts that were completed in 2007. The landslides is long and relatively shallow with variable slope inclination. Source: Pulko, B., Majes, B. & Mikoš, M. Reinforced concrete shafts for the structural mitigation of large deep-seated landslides: an experience from the Macesnik and the Slano blato landslides (Slovenia). Landslides (2014) 11: 81. doi:10.1007/s10346-012-0372-2