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mass falls in the Wachau-Danube Valley (Bohemian Massif

mass falls in the Wachau-Danube Valley (Bohemian Massif

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<strong>in</strong>frastructure construction (roads, railways), which eventually had a dual effect on slope morphology: on <strong>the</strong><br />

one hand, exist<strong>in</strong>g quarries were expanded and/or reactivated and, on <strong>the</strong> o<strong>the</strong>r hand, traffic <strong>in</strong>frastructure<br />

construction itself had an enormous impact on <strong>the</strong> area. With <strong>the</strong> advent of railway eng<strong>in</strong>eer<strong>in</strong>g, fur<strong>the</strong>r<br />

difficulties were encountered especially at sites with work<strong>in</strong>g conditions comparable to alp<strong>in</strong>e construction<br />

sites, as <strong>the</strong> planned routes led along steep rock slopes over long distances. Route construction often required<br />

high slope cuts or subtle eng<strong>in</strong>eer<strong>in</strong>g structures such as tunnels, bridges and reta<strong>in</strong><strong>in</strong>g walls.<br />

Fig. 1 The extent of <strong>the</strong> <strong>Bohemian</strong> <strong>Massif</strong> <strong>in</strong> Austria. The box refers to <strong>the</strong> wider study area as shown <strong>in</strong> Fig. 4<br />

Interdependences between quarry<strong>in</strong>g and transport <strong>in</strong>frastructure construction eventually resulted <strong>in</strong> <strong>the</strong><br />

development of unstable slopes. Besides several documented events with<strong>in</strong> <strong>the</strong> 20th century <strong>the</strong> latest rock<strong>mass</strong><br />

<strong>falls</strong> occurred <strong>in</strong> 2002 (Spitz, Fig. 2) and <strong>in</strong> 2009 (Dürnste<strong>in</strong>, Fig. 3).<br />

30 m<br />

Fig. 2 Rock-<strong>mass</strong> fall near <strong>the</strong> village of Spitz (view towards WNW, photo: Müllegger, May 2010).<br />

2

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