Abstract
In December 2002 a large rockfall with a mass of approximately 5000 m3 occurred at the B99 Katschbergstraße. Due to the rockfall also the Tauernautobahn, located closely behind the top of the slope, was endangered. In this paper the geological-geotechnical setting and the causes for the rockfall are discussed. Based on field investigations a concept for the reinforcement of the slope, including instable areas north of the rockfall, was developed. The steps carried out over a length of about 300 m along the road, e.g. anchored concrete beams, nailed shotcrete shells and rockfall drapes, are described.
| Translated title of the contribution | Reinforcement of a rock slope after a rockfall in Liesertal/Carinthia |
|---|---|
| Original language | German |
| Pages (from-to) | 138-143 |
| Number of pages | 6 |
| Journal | Felsbau |
| Volume | 24 |
| Issue number | 5 |
| Publication status | Published - Oct 2006 |
| Externally published | Yes |
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ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Energy(all)
- Water Science and Technology
Fields of Expertise
- Sustainable Systems
Cite this
Sicherungsarbeiten an einer Felsböschung infolge eines Felssturzereignisses im Liesertal. / Marte, Roman; Garber, Ernst; Moyschewitz, Gerhard.
In: Felsbau, Vol. 24, No. 5, 10.2006, p. 138-143.Research output: Contribution to journal › Article › Research › peer-review
}
TY - JOUR
T1 - Sicherungsarbeiten an einer Felsböschung infolge eines Felssturzereignisses im Liesertal
AU - Marte, Roman
AU - Garber, Ernst
AU - Moyschewitz, Gerhard
PY - 2006/10
Y1 - 2006/10
N2 - In December 2002 a large rockfall with a mass of approximately 5000 m3 occurred at the B99 Katschbergstraße. Due to the rockfall also the Tauernautobahn, located closely behind the top of the slope, was endangered. In this paper the geological-geotechnical setting and the causes for the rockfall are discussed. Based on field investigations a concept for the reinforcement of the slope, including instable areas north of the rockfall, was developed. The steps carried out over a length of about 300 m along the road, e.g. anchored concrete beams, nailed shotcrete shells and rockfall drapes, are described.
AB - In December 2002 a large rockfall with a mass of approximately 5000 m3 occurred at the B99 Katschbergstraße. Due to the rockfall also the Tauernautobahn, located closely behind the top of the slope, was endangered. In this paper the geological-geotechnical setting and the causes for the rockfall are discussed. Based on field investigations a concept for the reinforcement of the slope, including instable areas north of the rockfall, was developed. The steps carried out over a length of about 300 m along the road, e.g. anchored concrete beams, nailed shotcrete shells and rockfall drapes, are described.
UR - http://www.scopus.com/inward/record.url?scp=33750345426&partnerID=8YFLogxK
M3 - Artikel
VL - 24
SP - 138
EP - 143
JO - Felsbau
JF - Felsbau
SN - 0174-6979
IS - 5
ER -