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| Titel |
History and present state of the Slano Blato landslide |
| VerfasserIn |
J. Logar, K. Fifer Bizjak, M. Kočevar, M. Mikoš  , M. Ribičič, B. Majes |
| Medientyp |
Artikel
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| Sprache |
Englisch
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| ISSN |
1561-8633
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| Digitales Dokument |
URL |
| Erschienen |
In: Natural Hazards and Earth System Science ; 5, no. 3 ; Nr. 5, no. 3 (2005-06-06), S.447-457 |
| Datensatznummer |
250002493
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| Publikation (Nr.) |
 copernicus.org/nhess-5-447-2005.pdf |
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| Zusammenfassung |
| The Slano Blato landslide is more than 1290m long, 60 to 200m wide and 3
to 11m deep with a volume of about 700000m3. It is located in the
Eocene flysch region of western Slovenia with a limestone overthrust in the
direct vicinity, above the landslide. The landslide moves mainly as a
viscous earth flow with occurrences of rapid mud flows. In dry periods or in
freezing conditions it behaves as a group of several slow to moderate
landslides. The landslide follows the course of the Grajšček stream and
is presently only 220m away from Lokavec village. The landslide was first
mentioned about 200 years ago. In 1887 it flowed as a liquid flow and
reached and destroyed the main road in the valley 2 km away. The
Austro-Hungarian monarchy sent one engineer to the site and 17 years later
the slide was remediated with a series of torrential check dams. The
monarchy prohibited any construction works in the influence area of the
landslide. During the 20th century the region changed from Austrian,
Italian, Yugoslav, and finally to Slovenian government in 1991. The relevant
Austrian measures and decisions were forgotten during the course of the
years, and building permits were issued after the World War II to local
people who populated the part of the landslide influence area.
Simultaneously, regular maintenance of the excellent past engineering works
was neglected. In November 2000 a large landslide of mud and debris was
triggered again and it still presents a danger to the relatively new
residential houses today. At present, the village is protected against
mudflows by a small rockfill dam and by the regulation of the stream bed. In
rainy periods removal of mud is necessary to maintain safe conditions for
the village. The paper discusses the geological, hydrogeological,
hydrological and geotechnical conditions for the occurrence of the Slano
Blato landslide. The primary reasons for the Slano blato landslide are the
geological and hydrogeological conditions just beneath the overthrust of a
Triassic limestone plateau over the Eocene flysch of Vipava valley. The
direct reason for triggering the earth flow in 2000 was the intensive
precipitation. During the course of years the precipitation threshold for
earth flow movements has diminished. The landslide has to be remediated for
two main reasons – (1) the village below the landslide is endangered, and
(2) the landslide is still advancing retrogressively and laterally. The
foreseen permanent remediation measures that are currently under
construction are briefly presented. |
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