Hydraulic performance of elastomeric bonded permeable revetments and subsoil response to wave loads

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dc.identifier.uri http://dx.doi.org/10.15488/1838
dc.identifier.uri http://www.repo.uni-hannover.de/handle/123456789/1863
dc.contributor.author Oumeraci, Hocine
dc.contributor.author Staal, T.
dc.contributor.author Pförtner, S.
dc.contributor.author Kudella, M.
dc.contributor.author Schimmels, Stefan
dc.contributor.author Verhagen, H.J.
dc.date.accessioned 2017-09-07T12:54:31Z
dc.date.available 2017-09-07T12:54:31Z
dc.date.issued 2010
dc.identifier.citation Oumeraci, H.; Staal, T.; Pfoertner, S.; Kudella, M.; Schimmels, S.; Verhagen, H.J.: Hydraulic performance of elastomeric bonded permeable revetments and subsoil response to wave loads. In: Proceedings of the Coastal Engineering Conference (2010). DOI: https://doi.org/10.9753/icce.v32.structures.22
dc.description.abstract Elastomeric bonded permeable revetments, also called PBA (Polyurethane bonded aggregate) revetments, are highly porous structures made of mineral aggregates (e.g. crushed stones) which are durably and elastically bonded by polyurethane (PU). Despite their numerous advantages as compared to conventional revetments and the large experience available from more than 25 pilot projects, physically-based design formulae to predict their hydraulic performance, wave loading and response are still lacking. Therefore, the present study aims at improving the understanding of the processes involved in the interaction between wave, revetment and foundation, based on large-scale model tests performed in the Coastal Research Centre (FZK), Hannover/Germany, and to provide prediction formulae/diagrams. This paper is focused on the prediction of the hydraulic performance (wave reflection, wave runup and run-down) and the response of the sand core (pore pressure) beneath the revetment for a wide range of wave conditions, including the analysis of an observed failure due to transient soil liquefaction. eng
dc.description.sponsorship BASF-Elastogran GmbH
dc.language.iso eng
dc.publisher Reston : American Society of Civil Engineers
dc.relation.ispartofseries Proceedings of the Coastal Engineering Conference (2010)
dc.rights CC BY 3.0 US
dc.rights.uri https://creativecommons.org/licenses/by/3.0/us/
dc.subject Bonded permeable revetments eng
dc.subject Failure eng
dc.subject Transient soil liquefaction eng
dc.subject Wave reflection eng
dc.subject Wave run-up and run-down eng
dc.subject Wave-induced pore pressure eng
dc.subject Crushed stones eng
dc.subject Design formulae eng
dc.subject Hydraulic performance eng
dc.subject Large-scale model test eng
dc.subject Mineral aggregate eng
dc.subject Pilot projects eng
dc.subject Porous structures eng
dc.subject Research centres eng
dc.subject Sand cores eng
dc.subject Wave conditions eng
dc.subject Wave load eng
dc.subject Wave loadings eng
dc.subject Wave reflections eng
dc.subject Wave runup eng
dc.subject Aggregates eng
dc.subject Coastal engineering eng
dc.subject Computer system recovery eng
dc.subject Forecasting eng
dc.subject Polyurethanes eng
dc.subject Pore pressure eng
dc.subject Soil liquefaction eng
dc.subject Soils eng
dc.subject Revetments eng
dc.subject.ddc 550 | Geowissenschaften ger
dc.title Hydraulic performance of elastomeric bonded permeable revetments and subsoil response to wave loads
dc.type article
dc.type conferenceObject
dc.type Text
dc.relation.issn 01613782
dc.relation.doi https://doi.org/10.9753/icce.v32.structures.22
dc.description.version publishedVersion
tib.accessRights frei zug�nglich

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