Spis Castle landslide

LCI : SVK1607131242
Main Information
Landslide Name : Spis Castle landslide
Latitude : 49:0:2 N
Longitude : 20:46:6 E
Location
City / District : Spisska Nova Ves
Province : Kosice
Country : Slovakia
Reporter
Reporter 1 : Khang Dang
Reporter 2 : Jan Vlcko
Landslide Type
Material : Rock
Movement : Complex
Velocity (mm/sec) : Extremely Slow
Depth (m) : Moderate-Shallow
Slope (degree) : Extremely Steep
Volume (m³) : Unknown
Date of Occurence
Date of Occurence : Jan 01, 1970
Other Information
Land Use Source area : Cultural heritage site
Run-out/deposition area : Cultural heritage site
Other Activity : Currently active
Triggering Factor : Human activity
Death(s) & Missing : -
Houses and other structural damage : -
Photo of landslide :
Google earth kmz file : Spis Castle landslide.kmz
Plan of landslide : -
Cross section of landslide :
Reference (paper/report) : http://link.springer.com/article/10.1007/s10346-003-0007-8
Testing graph : -
Monitoring graph : Monitoring Graphs-Spis Castle.JPG
Video of moving landslides including 3D simulation : -
Description :

Spis Castle, a monument included in the UNESCO World Heritage Site list (Eastern Slovakia) is built on a travertine mound overlying soft Paleogene rocks. Lateral spreading resulting from the subsidence of strong upper travertine into soft claystone strata has fractured and separated the castle rock into several cliffs. The differential movement of individual cliff faces is the primary influence on the stability of the monument. In 1985 minor repair and reconstruction including some stabilization efforts (removal of vegetation from the natural rockface, removal of rock debris, grouting, etc.) was stated without an engineering geological investigation. In 1991 cracks in the Palace were reported and were believed to be attributable to slope movements. Consequently, the Institute for Monuments Preservation together with the Ministry of the Environment approached the Department of Engineering Geology (Comenius University Bratislava) and the Department of Geotechnics (Slovak Technical University Bratislava) to make a reconnaissance study of the castle. Subsequently it was confirmed that slope failures present a danger not only to the palace but also to the defense walls at the lower courtyard and near the entrance. This report referred the research in the paper : Jan Vlcko (2004) Extremely slow slope movements influencing the stability of Spis Castle, UNESCO site. Landslides (2004) 1:67–71