Print Email Facebook Twitter On characteristic values and the reliability-based assessment of dykes Title On characteristic values and the reliability-based assessment of dykes Author Hicks, M.A. (TU Delft Geo-engineering) Varkey, D. (TU Delft Geo-engineering) van den Eijnden, A.P. (TU Delft Geo-engineering) de Gast, T. (TU Delft Geo-engineering) Vardon, P.J. (TU Delft Geo-engineering) Date 2019 Abstract A case study involving the assessment and re-design of an existing dyke, founded on a layered soil, has compared deterministic analysis based on 5-percentile property values and a reliability-based random finite element analysis consistent with the requirements of Eurocode 7. The results show that a consideration of the spatial nature of soil variability generally leads to higher computed factors of safety and, for those dyke sections requiring remedial action, to more economic designs. Back-figured characteristic values are shown to be considerably higher than the 5-percentile soil properties; hence, a reduction in over-conservatism is achieved. Subject Characteristic valuesdykesEurocode 7slope reliabilityspatial variability To reference this document use: http://resolver.tudelft.nl/uuid:eedb2102-bdc7-4cce-b38c-d4c72bfa8648 DOI https://doi.org/10.1080/17499518.2019.1652918 Embargo date 2020-02-18 ISSN 1749-9518 Source Georisk: assessment and management of risk for engineered systems and geohazards, 13 (4), 313-319 Bibliographical note Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. Part of collection Institutional Repository Document type journal article Rights © 2019 M.A. Hicks, D. Varkey, A.P. van den Eijnden, T. de Gast, P.J. Vardon Files PDF On_characteristic_values_ ... _dykes.pdf 1019.32 KB Close viewer /islandora/object/uuid:eedb2102-bdc7-4cce-b38c-d4c72bfa8648/datastream/OBJ/view