Slano Blato Landslide
LCI : SVN201612061910Main 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 Graj?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 Graj?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. & Miko, 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 |