Alpine rock slopes evolve over long time in changing morpho-climatic settings. In suitable topographic and geomechanical conditions, weakening and increased hydraulic conductivity associated to rock mass damage under gravitational load can result in slow rock slope deformations possibly evolving into fast-moving or catastrophic rockslides. We simulated the long-term evolution of a high-relief alpine slope using a 2D, time-dependent FE numerical model based on static fatigue laws. This simulates slope creep up to tertiary regime explicitly as a function of damage. Model parameters are upscaled from lab to rock mass conditions through a novel approach based on data derived from rock mass characterization. We present a first model test on the rock slope affected by the Spriana rockslide (Central Alps, Italy). We show the ability of damage-based modelling to track long-term evolution from a poorly disturbed rock mass to a mature rockslide system through diffuse and localized damage.

Riva, F., Agliardi, F., Crosta, G., Amitrano, D. (2016). Damage-based long term modelling of a large alpine rock slope. In S. Aversa, L. Cascini, L. Picarelli, C. Scavia (a cura di), Landslides and Engineered Slopes. Experience, Theory and Practice (pp. 1723-1730). Roma : Associazione Geotecnica Italiana [10.1201/b21520-214].

Damage-based long term modelling of a large alpine rock slope

Riva, F;Agliardi, F;Crosta, G;
2016

Abstract

Alpine rock slopes evolve over long time in changing morpho-climatic settings. In suitable topographic and geomechanical conditions, weakening and increased hydraulic conductivity associated to rock mass damage under gravitational load can result in slow rock slope deformations possibly evolving into fast-moving or catastrophic rockslides. We simulated the long-term evolution of a high-relief alpine slope using a 2D, time-dependent FE numerical model based on static fatigue laws. This simulates slope creep up to tertiary regime explicitly as a function of damage. Model parameters are upscaled from lab to rock mass conditions through a novel approach based on data derived from rock mass characterization. We present a first model test on the rock slope affected by the Spriana rockslide (Central Alps, Italy). We show the ability of damage-based modelling to track long-term evolution from a poorly disturbed rock mass to a mature rockslide system through diffuse and localized damage.
Capitolo o saggio
slope stability; numerical modelling; damage; long-term evolution
English
Landslides and Engineered Slopes. Experience, Theory and Practice
Aversa, S; Cascini, L; Picarelli, L; Scavia, C
8-giu-2016
2016
978-1-138-02988-0
Associazione Geotecnica Italiana
1723
1730
Riva, F., Agliardi, F., Crosta, G., Amitrano, D. (2016). Damage-based long term modelling of a large alpine rock slope. In S. Aversa, L. Cascini, L. Picarelli, C. Scavia (a cura di), Landslides and Engineered Slopes. Experience, Theory and Practice (pp. 1723-1730). Roma : Associazione Geotecnica Italiana [10.1201/b21520-214].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/129531
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