Rock falls are the most common landslide phenomena in the Alpine Arch. According to a survey commissioned by the Provincial Office of Bozen in 1995, rock falls are the most frequent type of instability phenomena. Near the Gardena Pass - an important pathway that connects Dolomites valleys frequented by tourists throughout the year- a steep rocky wall can be found with large rock masses that are a threat both to the road and the traffic. To identify which mitigation works could best solve the problem, the Provincial Office of Bozen - in collaboration with the Geological Departements of Modena-Reggio Emilia and Trieste Universities - chose to analyse run out distances and kinetic energies by performing rock fall simulations. The first stage of the study saw the application of 3D software Rotomap, as the complex fall motion of a rock boulder is more precisely defined by means of a calculation code that also takes into account lateral deviations. Starting from a video showing a face scaling operation on the wall under consideration, a back analysis was conducted to calibrate restitution coefficients Rn and Rt. Rotomap results were then confronted with the simulation outcomes obtained with Rocfall - the software most commonly used by geologists and engineers. The fact that slopes are quite close to the road and the high kinetic energies obtained with 3D and 2D software simulations highlighted scaling of all potentially unstable blocks as the only possible solution to mitigate the risk of rock falls in the Gardena Pass.

Applications of the 3D and 2D software for the analysis of landslide phenomena near the Garden Pass (South Tyrol) / Boccali, C.; Devoto, S.; Piacentini, D.; Strada, C.; Zini, L.. - In: RENDICONTI ONLINE DELLA SOCIETÀ GEOLOGICA ITALIANA. - ISSN 2035-8008. - 3:1(2008), pp. 114-115. (Intervento presentato al convegno 84° Congresso Nazionale della Società Geologica Italiana tenutosi a Sassari).

Applications of the 3D and 2D software for the analysis of landslide phenomena near the Garden Pass (South Tyrol)

Piacentini D.;
2008

Abstract

Rock falls are the most common landslide phenomena in the Alpine Arch. According to a survey commissioned by the Provincial Office of Bozen in 1995, rock falls are the most frequent type of instability phenomena. Near the Gardena Pass - an important pathway that connects Dolomites valleys frequented by tourists throughout the year- a steep rocky wall can be found with large rock masses that are a threat both to the road and the traffic. To identify which mitigation works could best solve the problem, the Provincial Office of Bozen - in collaboration with the Geological Departements of Modena-Reggio Emilia and Trieste Universities - chose to analyse run out distances and kinetic energies by performing rock fall simulations. The first stage of the study saw the application of 3D software Rotomap, as the complex fall motion of a rock boulder is more precisely defined by means of a calculation code that also takes into account lateral deviations. Starting from a video showing a face scaling operation on the wall under consideration, a back analysis was conducted to calibrate restitution coefficients Rn and Rt. Rotomap results were then confronted with the simulation outcomes obtained with Rocfall - the software most commonly used by geologists and engineers. The fact that slopes are quite close to the road and the high kinetic energies obtained with 3D and 2D software simulations highlighted scaling of all potentially unstable blocks as the only possible solution to mitigate the risk of rock falls in the Gardena Pass.
2008
84° Congresso Nazionale della Società Geologica Italiana
Crolli; Disgaggio; Passo Gardena; Rocfall; Rotomap
04 Pubblicazione in atti di convegno::04c Atto di convegno in rivista
Applications of the 3D and 2D software for the analysis of landslide phenomena near the Garden Pass (South Tyrol) / Boccali, C.; Devoto, S.; Piacentini, D.; Strada, C.; Zini, L.. - In: RENDICONTI ONLINE DELLA SOCIETÀ GEOLOGICA ITALIANA. - ISSN 2035-8008. - 3:1(2008), pp. 114-115. (Intervento presentato al convegno 84° Congresso Nazionale della Società Geologica Italiana tenutosi a Sassari).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1585042
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