Reliable prediction of rockfalls is a major need in mountain areas, both for hazard assessment and countermeasure design. In this paper, a 3D kinematic modelling approach is presented, which is able to solve site-specific rockfall problems using an original simulation code with high resolution input data. The code allows detailed rockfall simulations on a 3D topography computed from a Digital Elevation Model. The case study of the Mt. S.Martino – Mt. Coltignone cliffs, impending on the Lecco urban area (Lombardia Region, Northern Italy) is discussed. The example is particularly interesting, due to the occurrence of frequent rockfall events, valuable elements at risk (urban areas, corridors) and countermeasures (barriers and retaining walls). Model calibration issues are discussed by comparing model results to available experimental data. The scale dependency of model results is also discussed.

Agliardi, F., Crosta, G. (2002). 3D numerical modelling of rockfalls in the Lecco urban area (Lombardia Region, Italy). In C. Dinis da Gama, L. Ribeiro e Sousa (a cura di), Proceedings EUROCK 2002, I.S.R.M. International Symposium on Rock Engineering for Mountainous Region (pp. 79-86). Lisboa : Sociedade Portuguesa de Geotecnìa.

3D numerical modelling of rockfalls in the Lecco urban area (Lombardia Region, Italy)

AGLIARDI, FEDERICO;CROSTA, GIOVANNI
2002

Abstract

Reliable prediction of rockfalls is a major need in mountain areas, both for hazard assessment and countermeasure design. In this paper, a 3D kinematic modelling approach is presented, which is able to solve site-specific rockfall problems using an original simulation code with high resolution input data. The code allows detailed rockfall simulations on a 3D topography computed from a Digital Elevation Model. The case study of the Mt. S.Martino – Mt. Coltignone cliffs, impending on the Lecco urban area (Lombardia Region, Northern Italy) is discussed. The example is particularly interesting, due to the occurrence of frequent rockfall events, valuable elements at risk (urban areas, corridors) and countermeasures (barriers and retaining walls). Model calibration issues are discussed by comparing model results to available experimental data. The scale dependency of model results is also discussed.
Capitolo o saggio
Slope stability; Rockfall; Numerical modelling; Calibration; Scale dependency; Central alps; Lombardia; Italy
English
Proceedings EUROCK 2002, I.S.R.M. International Symposium on Rock Engineering for Mountainous Region
Dinis da Gama, C; Ribeiro e Sousa, L
nov-2002
Sociedade Portuguesa de Geotecnìa
79
86
Agliardi, F., Crosta, G. (2002). 3D numerical modelling of rockfalls in the Lecco urban area (Lombardia Region, Italy). In C. Dinis da Gama, L. Ribeiro e Sousa (a cura di), Proceedings EUROCK 2002, I.S.R.M. International Symposium on Rock Engineering for Mountainous Region (pp. 79-86). Lisboa : Sociedade Portuguesa de Geotecnìa.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/25200
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