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Numerical assessment of fragility curves for embankments on liquefiable ground = Évaluation numérique des courbes de fragilité des remblais sur sol liquéfiableOblak, Aleš, gradbenik ...Fragility curves for highway and railway embankments have been developed for a set of ground conditions and different embankment heights and widths. Ground consisted of liquefiable layer underlain by ... competent base layer and covered by clayey crust. Numerical time history analyses were used with PM4sand material model as implemented in FLAC code. A set of 30 recorded ground motions was used, which were scaled to different peak ground accelerations. Criteria for three levels of damage states for derivation of fragility curves for traffic embankments were taken from the literature. The influence of the position and thickness of the liquefiable layer, its properties and the influence of embankment geometry on the fragility curves will be presented.Source: Geotechnical engineering - foundation of the future : proceedings of the XVII European conference on soil mechanics and geotechnical engineering, Reykjavik (Str. 1-8)Type of material - conference contribution ; adult, seriousPublish date - 2019Language - englishCOBISS.SI-ID - 8914273
Author
Oblak, Aleš, gradbenik |
Kuder, Sebastjan |
Logar, Janko, 1962- |
Viana da Fonseca, António
Topics
likvifakcija |
utekočinjenje tal |
nasip |
ranljivostne krivulje |
FLAC |
liquefaction |
embankment |
fragility curve |
FLAC

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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Oblak, Aleš, gradbenik | 53065 |
Kuder, Sebastjan | 24020 |
Logar, Janko, 1962- | 05985 |
Viana da Fonseca, António | ![]() |
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