prikaz prve stranice dokumenta Development of Fragility Curves for Piping and Slope Stability of River Levees
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Scientific paper - Original scientific paper
Development of Fragility Curves for Piping and Slope Stability of River Levees
Water, 13(5) (2021); 738. https://doi.org/10.3390/w13050738
Rossi, Nicola; Bačić, Mario; Kovačević, Meho Saša; Librić, Lovorka

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Rossi, N., Bačić, M., Kovačević, M. S. & Librić, L. (2021). Development of Fragility Curves for Piping and Slope Stability of River Levees. Water, 13(5).. doi: 10.3390/w13050738

Rossi, Nicola, et al. "Development of Fragility Curves for Piping and Slope Stability of River Levees." Water, vol. 13(5), 2021. https://doi.org/10.3390/w13050738

Rossi, Nicola, Mario Bačić, Meho Saša Kovačević and Lovorka Librić. "Development of Fragility Curves for Piping and Slope Stability of River Levees." Water 13(5) (2021). https://doi.org/10.3390/w13050738

Rossi, N., et al. (2021) 'Development of Fragility Curves for Piping and Slope Stability of River Levees', Water, 13(5). doi: 10.3390/w13050738

Rossi N, Bačić M, Kovačević MS, Librić L. Development of Fragility Curves for Piping and Slope Stability of River Levees. Water [Internet]. 2021 [cited 2024 December 03];13(5). doi: 10.3390/w13050738

N. Rossi, M. Bačić, M. S. Kovačević and L. Librić, "Development of Fragility Curves for Piping and Slope Stability of River Levees", Water, vol. 13(5), 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:071214. [Accessed: 03 December 2024]

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Metadata
Title (english)Development of Fragility Curves for Piping and Slope Stability of River Levees
AuthorNicola Rossi
AuthorMario Bačić
AuthorMeho Saša Kovačević
AuthorLovorka Librić
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
The design code Eurocode 7 relies on semi-probabilistic calculation procedures, through utilization of the soil parameters obtained by in situ and laboratory tests, or by the means of transformation models. To reach a prescribed safety margin, the inherent soil parameter variability is accounted for through the application of partial factors to either soil parameters directly or to the resistance. However, considering several sources of geotechnical uncertainty, including the inherent soil variability, measurement error and transformation uncertainty, full probabilistic analyses should be implemented to directly consider the site-specific variability. This paper presents the procedure of developing fragility curves for levee slope stability and piping as failure mechanisms that lead to larger breaches, where a direct influence of the flood event intensity on the probability of failure is calculated. A range of fragility curve sets is presented, considering the variability of levee material properties and varying durations of the flood event, thus providing crucial insight into the vulnerability of the levee exposed to rising water levels. The procedure is applied to the River Drava levee, a site which has shown a continuous trend of increased water levels in recent years.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleWater
Numberingvol. 13(5), 738
e-ISSN2073-4441
DOIhttps://doi.org/10.3390/w13050738
URN:NBNurn:nbn:hr:237:071214
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 11:10:12