Large rockslides are characterized by complex spatial and temporal evolution, with non-linear displacement trends and significant effects of seasonal or occasional events. Forecasting landslide motion and collapse is a fundamental task for hazard zonation and the design of risk mitigation structures. Consequently, the analysis and modeling of the involved phenomena are very important. One of the most deeply investigated landslides of the whole Alpine arc is Mont de La Saxe landslide (Fig. 1), located within a deep-seated gravitational slope deformation (DSGSD). This landslide is located at the upper part of the Aosta Valley, NW Italy. The rock slide dimension is of about 8x106 m3, extends between 1400 and 1870 m a.s.l., over an area of 150’000 m2 with a horizontal length of about 550, maximum width of 420 m, and average slope gradient of 37°. The area is subjected to snow fall during the winter (average equivalent rainfall 810 mm ca., data— Mont de La Saxe meteo station at 2,076 m a.s.l.) with a total average precipitation of about 1,470 mm (at the rock slide crown area) and a real evapo-transpiration of about 370 mm. Aim of this work consists in analyzing this instability by means of an experimental campaign and numerical modelling. The target of this analysis consists in forecasting the landslide displacement and the possible failure.

Dattola, G., Alberti, S., Crosta, G., Wang, G. (2017). Experimental and numerical simulations via a shear banding model for Mont de La Saxe rockslide. In ISRM Progressive Rock Failure Conference, PRF 2017. International Society for Rock Mechanics.

Experimental and numerical simulations via a shear banding model for Mont de La Saxe rockslide

Dattola G.;Alberti S.;Crosta G. B.;
2017

Abstract

Large rockslides are characterized by complex spatial and temporal evolution, with non-linear displacement trends and significant effects of seasonal or occasional events. Forecasting landslide motion and collapse is a fundamental task for hazard zonation and the design of risk mitigation structures. Consequently, the analysis and modeling of the involved phenomena are very important. One of the most deeply investigated landslides of the whole Alpine arc is Mont de La Saxe landslide (Fig. 1), located within a deep-seated gravitational slope deformation (DSGSD). This landslide is located at the upper part of the Aosta Valley, NW Italy. The rock slide dimension is of about 8x106 m3, extends between 1400 and 1870 m a.s.l., over an area of 150’000 m2 with a horizontal length of about 550, maximum width of 420 m, and average slope gradient of 37°. The area is subjected to snow fall during the winter (average equivalent rainfall 810 mm ca., data— Mont de La Saxe meteo station at 2,076 m a.s.l.) with a total average precipitation of about 1,470 mm (at the rock slide crown area) and a real evapo-transpiration of about 370 mm. Aim of this work consists in analyzing this instability by means of an experimental campaign and numerical modelling. The target of this analysis consists in forecasting the landslide displacement and the possible failure.
abstract + slide
Landslide; displacement vs time; modeling; visco-plastic model; La Saxe rockslide
English
ISRM Progressive Rock Failure Conference 2017, PRF 2017
2017
ISRM Progressive Rock Failure Conference, PRF 2017
2017
2017-
none
Dattola, G., Alberti, S., Crosta, G., Wang, G. (2017). Experimental and numerical simulations via a shear banding model for Mont de La Saxe rockslide. In ISRM Progressive Rock Failure Conference, PRF 2017. International Society for Rock Mechanics.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/292357
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