In this work, a thermo-mechanical (TM) numerical approach is presented and applied to investigate the stress-strain evolution of an alpine rock-slope located in the Central Italian Alps (Sondrio Province). Along the “Cimaganda” slope a massive rockslide event occurred around 900 A.D. mobilizing an estimated volume of 7.5 Mm3 of material, and reaching the bottom of the valley. Interest in this historic event was raised again in recent times, as a new rockslide took place in 2012, mobilizing 20.000 m3 of rock material and blocking the SS36 National Road. To understand the general evolution of the Cimaganda rock slope, the recent geomorphological history of the Valley (post Last Glacial Maximum) was considered. In particular, to explore how g...
Engineering–geology studies of natural slope stability have rarely relied on continuum modelling of ...
Deep-seated gravitational slope deformations (DSGSDs) are fairly common phenom- ena in the Eastern I...
Alpine basins are typically characterised by an amphitheatre shape with steep rocky walls on the upp...
This work explores the effect of temperature changes on the stress-strain evolution of alpine rock-s...
In this work a thermo-mechanical (TM) numerical approach is applied to investigate the stress-strain...
Deglaciated areas in the valleys of the Italian Alps have recently exhibited a high potential for ge...
The natural formation of rock slopes can result in the initiation of complex failure processes, incl...
This paper deals with a numerical study of a potential landslide in the Swiss Alps. The objective of...
Great landslides are among the natural disasters that destroy the territory. During last October 200...
The catastrophic Vaiont landslide (Southern Alps, Italy) of 9 October 1963 moved 2.7 × 108 m3 of roc...
A rock avalanche of about 3•10^6 m3 detached from the South-East flank of the Punta Thurwieser ridge...
The arch of hills which shuts in the La Spezia Gulf (Liguria Region), has been recently involved in ...
The Piuro 1618 landslide represents a well-known case history of a large Alpine landslide. It destro...
2noThis paper describes the results of a 2D and 3D numerical modeling carried out on an unstable nat...
A preliminary analysis of the effects of creep on the development of a deep-seated gravitational slo...
Engineering–geology studies of natural slope stability have rarely relied on continuum modelling of ...
Deep-seated gravitational slope deformations (DSGSDs) are fairly common phenom- ena in the Eastern I...
Alpine basins are typically characterised by an amphitheatre shape with steep rocky walls on the upp...
This work explores the effect of temperature changes on the stress-strain evolution of alpine rock-s...
In this work a thermo-mechanical (TM) numerical approach is applied to investigate the stress-strain...
Deglaciated areas in the valleys of the Italian Alps have recently exhibited a high potential for ge...
The natural formation of rock slopes can result in the initiation of complex failure processes, incl...
This paper deals with a numerical study of a potential landslide in the Swiss Alps. The objective of...
Great landslides are among the natural disasters that destroy the territory. During last October 200...
The catastrophic Vaiont landslide (Southern Alps, Italy) of 9 October 1963 moved 2.7 × 108 m3 of roc...
A rock avalanche of about 3•10^6 m3 detached from the South-East flank of the Punta Thurwieser ridge...
The arch of hills which shuts in the La Spezia Gulf (Liguria Region), has been recently involved in ...
The Piuro 1618 landslide represents a well-known case history of a large Alpine landslide. It destro...
2noThis paper describes the results of a 2D and 3D numerical modeling carried out on an unstable nat...
A preliminary analysis of the effects of creep on the development of a deep-seated gravitational slo...
Engineering–geology studies of natural slope stability have rarely relied on continuum modelling of ...
Deep-seated gravitational slope deformations (DSGSDs) are fairly common phenom- ena in the Eastern I...
Alpine basins are typically characterised by an amphitheatre shape with steep rocky walls on the upp...