Development and Control of Deep Seated Gravitational Slope Deformation: The Case of Colzate-Vertova Landslide, Bergamo, Northern Italy
Authors: Paola Comella, Vincenzo Francani, Paola Gattinoni
Abstract:
This paper presents the Colzate-Vertova landslide, a Deep Seated Gravitational Slope Deformation (DSGSD) located in the Seriana Valley, Northern Italy. The paper aims at describing the development as well as evaluating the factors that influence the evolution of the landslide. After defining the conceptual model of the landslide, numerical simulations were developed using a finite element numerical model, first with a two-dimensional domain, and later with a three-dimensional one. The results of the 2-D model showed a displacement field typical of a sackung, as a consequence of the erosion along the Seriana Valley. The analysis also showed that the groundwater flow could locally affect the slope stability, bringing about a reduction in the safety factor, but without reaching failure conditions. The sensitivity analysis carried out on the strength parameters pointed out that slope failures could be reached only for relevant reduction of the geotechnical characteristics. Such a result does not fit the real conditions observed on site, where a number of small failures often develop all along the hillslope. The 3-D model gave a more comprehensive analysis of the evolution of the DSGSD, also considering the border effects. The results showed that the convex profile of the slope favors the development of displacements along the lateral valley, with a relevant reduction in the safety factor, justifying the existing landslides.
Keywords: Deep seated gravitational slope deformation, Italy, landslide, numerical modeling.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1132014
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1030References:
[1] Dramis F, Soriso-Valvo M (1994) Deep-seated gravitational slope deformations, related landslides and tectonics - Engineering Geology, 38, pp 231–243.
[2] Agliardi F, Crosta G B, Zanchi A (2001) Structural constraints on deep-seated slope deformation kinematics. - Engineering Geology, 59, pp 83–102.
[3] De Finis E, Gattinoni P, Scesi L, (2017) Forecasting the hydrogeological hazard in the anomalous basin-fan system of Sernio (Northern Italy). 4th World Landslide Forum. Ljubljana, Slovenia. pp 1-10.
[4] Mortara G, Sorzana PF (1987) Fenomeni di deformazione gravitativa profonda nell’arco alpino occidentale italiano. Considerazioni lito-strutturali e morfologiche - Bollettino della Società Geologica Italiana, 106, pp 303-314.
[5] Longoni L, Papini M, Brambilla D, Arosio D, Zanzi L (2015) The role of the spatial scale and data accuracy on deep-seated gravitational slope deformation modeling: the Ronco landslide, Italy - Geomorphology.
[6] Preisig G, Eberhardt E, Smityman M, Preh A, Bonzanigo L (2016) Hydromechanical Rock Mass Fatigue in Deep.Seated Landslide Accompanying Seasonal Variations in Pore Pressur- Spinger.
[7] Apuani T, Rossi M, Masetti M (2005) Applicazione di modelli reologici tempo dipendenti nell'evoluzione di deformazioni gravitative profonde. Giornale Di Geologia Applicata, 2, pp 99–105.
[8] Gattinoni P, Scesi L (2013) Landslide Hydrogeological susceptibility of Maierato (Vibo Valencia, Southern Italy) – Natural Hazard 66(2): 629-648.
[9] Jadoul F, Berra F, Bini A, Ferliga C, Mazzoccola D, Papani L, Piccin A, Rossi R, Rossi S, Trombetta GL (ISPRA, 2012) - Note Illustrative della carta geologica d’Italia: foglio 077 Clusone.
[10] Gattinoni P, Francani V (2010) Depletion risk assessment of the Nossana Spring (Bergamo Italy) based on the stochastic modeling of recharge – Hydrogeology Journal 18(2): 325-337.