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CONCEPTUAL AND NUMERICAL MODELLING FOR HYDROGEOLOGICAL HAZARD ASSESSMENT IN THE UNESCO SITE OF CASTELSEPRIO (NORTHERN ITALY)
Abstract
This paper deals with the evaluation of the hydrogeological hazard in the archaeological site of Castelseprio (northern Italy). Based on the geological, hydrogeological and geomorphological setting of the site, the failure modes and their causative factors were identified, and a proper conceptual model was reconstructed, identifying piping processes as the main phenomena ruling the slopes evolution and the landslides triggering. Afterwards, the hydrogeological hazard was assessed applying numerical modelling both in 2D and in 3D. In particular, the 2D analyses were aimed at simulating the triggering phenomena leading to instability, with particular reference to the influence of piping initiation and propagation. Numerical results in 2D showed a dependence of the stability conditions on the rainfall intensity, whose increase brings about a significant widening of the zones prone to piping. Based on the results of the 2D simulations, a 3D model was implemented in order to evaluate the stability conditions in the different zones of the study area. The results of the 3D simulations allowed mapping the hydrogeological hazard and identifying the best practices for the future development of the UNESCO site, in order to guarantee its unity as well as its safety.
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Canuti P., Margottini C., Fanti R., Bromhead E.N. (2009) Cultural Heritage and Landslides: Research for risk Prevention and Conservation, in Sassa K. and Canuti P. (eds) Landslides – Disaster Risk Reduction, 401-433.
Lollino G., Audisio C. (2006) UNESCO World Heritage sites in Italy affected by geological problems, specifically landslide and flood hazard, Landslides, 3: 311-321.
Margottini C., Antidze N., Corominas J., Crosta G.B., Frattini P., Gigli G., Giordan D., Iwasaky I., Lollino G.,
Fanti R., Gigli G., Lombardi L., Tapete D., Canuti P. (2013) Terrestrial laser scanning for rockfall stability analysis in the cultural heritage site of Pitigliano (Italy), Landslides, 10: 409-120.
D’Amato Avanzi G., Marchetti D., Puccinelli A. (2006) Cultural heritage and geological hazards: the case of the Calomini hermitage in Tuscany (Italy), Landslides, 3: 331-340.
Lazzari M., Geraldi E., Lapenna V., Loperte A. (2006) Natural hazards vs human impact: an integrated methodological risk assessment on the Tursi historical site, Southern Italy, Landslides, 3: 275-287.
Scesi L., Gattinoni P. (2009) Study of the interactions between rivers dynamic and slope stability for geohazard prediction: A case in Val Trebbia (Northern Italy), In Prediction and Simulation Methods for Geohazard Mitigation: 241-246.
Hagerty D.J. (1991) Piping – sapping erosion I: basic considerations, J. of Hydr. Eng. 117: 991-1008.
Gattinoni P. (2009), Parametrical landslide modeling for the hydrogeological susceptibility assessment: from the Crati Valley to the Cavallerizzo landslide (Southern Italy). Natural Hazard, 50: 161-178.
Gattinoni P., Scesi L. (2013) Landslide hydrogeological susceptibility of Maierato (Vibo Valentia, Southern Italy), Natural Hazards, 66(2): 629-648.
Zuccoli L. (2000) Geologia dei Pianalti di Castelseprio e Tradate (Provincia di Varese), Italian Journal of Quaternary Sciences, 13: 57-80.
Bini A. (1997) Stratigraphy, Chronology and paleogeography of Quaternary Deposits of the area between the Ticino and Olona Rivers (Italy, Switzerland), Geologia Insubrica, 21-46.
Kanney T.C., Lau D. (1985). Internal stability of granular filters. Canadian Geotechnical Journal, 22: 215-225.
Richards K.S., Reddy K.R. (2007) Critical appraisal of piping phenomena in earth dams, Bull Eng Geol Environ 66: 381-402.
McCook D. (2004) A Comprehensive Discussion of Piping and Internal Erosion Failure Mechanisms. Proceedings of the 2004 Annual Association of State Dam Safety Officials, 1-6.
Colombo L., Francani V., Gattinoni P. (2014) Suffosion hazard for building and infrastructure in the high Lombardy plain (Northern Italy), 14th GeoConference on Science and Technologies in Geology, Exploration and Mining, Vol 2: 327-324.
Lorenzo C., Consonni M., Colombo L., Gattinoni P. (2015): Stability problem for infrastructure in the areas interested by cavities in the Pleistocenes sediments in the Lombardy plain (Italy). Mem. Descr. Carta Geol. D’It. XCIX: 315 – 326.
Okeke A.C.-U., Wang F. (2016) Hydromechanical contrains on piping failure of landslide dams: an experimental investigation, Geoenvironmental Disasters, 3: 4.
Richards K.S., Reddy K.R. (2012) Experimental investigation of initiation of backward erosion piping in soils, Géotechnique 62, 10: 933-942.
Terzaghi K. (1943) Theoretical soil mechanics, 1-510. New York, Wiley.
Adel D.H., Bakker K.J., Breteler M.K. (1988) Internal stability of minestone. In: Procedings of international symposium of modelling soil-water-structure interaction. Balkema, Rotterdam: 225-231.
Skempton A.W., Brogan J.M. (1994) Experiments on piping in sandy gravels. Géotechnique 44(3): 449-460.
Ahlinhan M.F., Achmus M. (2010) Experimental investigation of critical hydraulic gradients for unstable soils. In Proc. of the 5th Int. Conf, on Scour and Erosion, San Francisco, California, ed. S.E. Burns, S.K. Bhatia, C.M.C. Avila, and B.E. Hunt, 599-608.
Ke L., Takahashi A. (2012) Influence of internal erosion on deformation and strength of gap-graded non-cohesive soil. In proceeding of the Sixth Int. Conf. on Scour and Erosion, Paris, 847-854.
Okeke A.C.-U., Wang F. (2016) Critical hydraulic gradients for seepage-induced failure of landslide dams, Geoenvironmental Disasters 3: 9.
Zaslavsky D., Kassiff G. (1965) Theoretical formulation of piping mechanism in cohesive soils, Géotechnique, XV: 305-314.
Watanabe K, Imai H. (1984) Transient behaviour of groundwater flow in idealized slope having a soil pipe in it - numerical analysis of the saturated-unsaturated groundwater flow by the use of finite element method of three-dimensional form. Journal of the Japan Society of Engineering Geology 25: 1-8.
Uchida T., Kosugi K., Mizuyama T. (2001) Effects of pipeflow on hydrological process and its relation to landslide: a review of pipeflow studies in forested headwater catchments, Hydrological Processes 15: 1251-2174.
Muir Wood D., Maeda K., Nukudani E. (2010) Modeling mechanical consequences of erosion. Géotechnique 60(6): 447-457.
Xiao M., Shwiyhat N. (2012) Experiment investigations of the effects of suffusion on physical and geomechanic characteristics of sandy soils, Geotech Test J 53(6): 1-11.
Hicher P-Y. (2013) Modeling the impact of particle removal on granular material behaviour. Géotechnique 63(2): 118-128.
Fell R., Wan C.F., Cyganiewics J., Foster M. (2003) Time for development of internal erosion and piping in embankment dams, J Geotech Geoenviron Eng 129(4): 307-314.
Kosugi K., Uchida T., Mizuyama T. (2004) Numerical calculation of soil pipe flow and its effect on water dynamics in a slope, Hydrological Processes 18: 777-789.
Gattinoni P. Francani V. (2009) A tool for modeling slope instability triggered by piping, World Academy of Science, Engineering and Technology, 56.
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