Sicherungsarbeiten an einer Felsböschung infolge eines Felssturzereignisses im Liesertal

Roman Marte; Ernst Garber; Gerhard Moyschewitz

Sicherungsarbeiten an einer Felsböschung infolge eines Felssturzereignisses im Liesertal

Translated title of the contribution: Reinforcement of a rock slope after a rockfall in Liesertal/Carinthia

Roman Marte^*, Ernst Garber, Gerhard Moyschewitz

^*Corresponding author for this work

Research output: Contribution to journal › Article

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.

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

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Energy(all)
Water Science and Technology

Fields of Expertise

Sustainable Systems

Access to Document

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Cite this

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title = "Sicherungsarbeiten an einer Felsb{\"o}schung infolge eines Felssturzereignisses im Liesertal",

abstract = "In December 2002 a large rockfall with a mass of approximately 5000 m3 occurred at the B99 Katschbergstra{\ss}e. 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.",

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AU - Garber, Ernst

AU - Moyschewitz, Gerhard

PY - 2006/10

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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.

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