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- W2013990711 abstract "The inner slope of a heightened and broadened embankment in the Meuse–Rhine delta failed just after being completed. To quantify the safety of the last minor loading phase a classical slope stability analysis was performed, giving a factor of safety of the order of 1·15. In this Paper the difference between the assumed behaviour in the classical stability analysis and the actual behaviour is investigated. The major difference concerns the magnitude of the excess pore pressure generated during construction. Le talus intéieur d'une digue rehaussé: dans le delta de la Meuse et du Rhin a glissé peu de temps après avoir été achevé. Une analyse traditionelle de stahilité fut effectuée afin d'etahlir la valeur du coéffcient de stahilité de I'ordre de 1·15. Dans cet article, le comportement du sol tel que supposé dans I'approche traditionelle est cornparée au comportement réel. La différence essentielle réside dans la valeur des pressions interstitielles générées lors de la construction de la digue." @default.
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- W2013990711 date "1991-09-01" @default.
- W2013990711 modified "2023-09-24" @default.
- W2013990711 title "Evaluation of failure of embankment during heightening" @default.
- W2013990711 doi "https://doi.org/10.1680/geot.1991.41.3.423" @default.
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