prikaz prve stranice dokumenta Development of Fragility Curves for Piping and Slope Stability of River Levees
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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. i 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 i 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. [pristupljeno 04.12.2024.];13(5). doi: 10.3390/w13050738

N. Rossi, M. Bačić, M. S. Kovačević i L. Librić, "Development of Fragility Curves for Piping and Slope Stability of River Levees", Water, vol. 13(5), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:071214. [Citirano: 04.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:071214
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Podaci o radu
Naslov (engleski)Development of Fragility Curves for Piping and Slope Stability of River Levees
AutorNicola Rossi
AutorMario Bačić
AutorMeho Saša Kovačević
AutorLovorka Librić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
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.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaWater
Brojčani podacivol. 13(5), 738
e-ISSN2073-4441
DOIhttps://doi.org/10.3390/w13050738
URN:NBNurn:nbn:hr:237:071214
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 11:10:12