Slope instability mechanisms in dipping conglomerates over weathered marls: Bol landslide,Croatia |
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Authors: | P Mi??evi? D ?tevani? N ?tambuk-Cvitanovi? |
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Institution: | (1) Faculty of Civil Engineering and Architecture, University of Split, Matice hrvatske 15, 21000 Split, Croatia;(2) Civil Engineering Institute of Croatia, Business Centre Split, Matice hrvatske 15, 21000 Split, Croatia |
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Abstract: | In February 2005, a landslide of significant dimensions occurred at Bol on the Island of Brač, in Croatia. The location of
the landslide was in a geological structure of weakly bounded conglomerates lying above a flysch, in an area where numerous
slides have been previously reported. In the paper the results of a geological engineering investigation of the Bol landslide
are presented. The investigation results show that the landslide was triggered by a combination of improperly started earthworks,
an increase in air temperature in days preceding landslide that caused snow melt, and abundant rainfall, but the primary cause
of the landslide was weathering of the flysch. In other words, despite the fact that contact between the flysch and the conglomerates
slopes is in approximate correspondence with the slope of the hillside, the landslide surface was not in contact between the
conglomerates and marl, but deeper in the flysch, provoked by the penetration of the weathering front into the flysch. Numerical
modelling results were able to reproduce this mechanism by incorporating strength degradation into the weathered zone, determined
by field investigation. The results of the research can be used to predict potential slides not only in the area under study. |
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Keywords: | Rockslide mechanisms Weathering Marls Strength degradation |
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