Investigation of the Mechanical Behaviour of the Interface between Soil and Reinforcement, via Experimental and Numerical Modelling
dc.contributor.author
Kapogianni, Elena
dc.contributor.author
Sakellariou, Michael G.
dc.contributor.author
Laue, Jan
dc.contributor.author
Springman, Sarah M.
dc.contributor.editor
Correia, António G.
dc.date.accessioned
2021-07-01T11:56:28Z
dc.date.available
2017-06-12T10:41:00Z
dc.date.available
2021-07-01T11:56:28Z
dc.date.issued
2016
dc.identifier.other
10.1016/j.proeng.2016.06.053
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/119310
dc.identifier.doi
10.3929/ethz-b-000119310
dc.description.abstract
The purpose of this study is to investigate the interface properties between soil and reinforcement, via experimental and numerical modelling of reinforced slopes. In particular, several scale models were built and tested under enhanced gravity in the geotechnical drum centrifuge at ETH Zurich and corresponding prototype numerical models were analyzed via a finite element stress analysis code. Optical fibre sensors were attached on the reinforcement layers of the experimental scaled models in order to measure linear strain during the increase of the g-level, and the results were compared to linear strain that was derived by the numerical analysis of the correspondent prototype reinforced slopes. The interface between soil and reinforcement was expressed in terms of normal and shear stiffness on the soil-reinforcement boundary and different values were tested in order to achieve validation of the experimental and numerical results.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Elsevier
en_US
dc.rights.uri
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subject
Physical Modelling
en_US
dc.subject
Numerical Modelling
en_US
dc.subject
Centrifuge Model Tests
en_US
dc.subject
Reinforced Slopes
en_US
dc.subject
Optical Fibre Sensors
en_US
dc.subject
Interface Properties
en_US
dc.title
Investigation of the Mechanical Behaviour of the Interface between Soil and Reinforcement, via Experimental and Numerical Modelling
en_US
dc.type
Conference Paper
dc.rights.license
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
dc.date.published
2016-07-13
ethz.book.title
Advances in Transportation Geotechnics III
en_US
ethz.journal.title
Procedia Engineering
ethz.journal.volume
143
en_US
ethz.pages.start
419
en_US
ethz.pages.end
426
en_US
ethz.size
8 p.
en_US
ethz.version.deposit
publishedVersion
en_US
ethz.event
3rd International Conference on Transportation Geotechnics (ICTG 2016)
en_US
ethz.event.location
Guimaraes, Portugal
en_US
ethz.event.date
September 4-7, 2016
en_US
ethz.identifier.wos
ethz.identifier.scopus
ethz.publication.place
Amsterdam
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02607 - Institut für Geotechnik / Institute for Geotechnical Engineering::03474 - Springman, Sarah M. (ehemalig) / Springman, Sarah M. (former)
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02607 - Institut für Geotechnik / Institute for Geotechnical Engineering
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02607 - Institut für Geotechnik / Institute for Geotechnical Engineering::03474 - Springman, Sarah M. (ehemalig) / Springman, Sarah M. (former)
ethz.date.deposited
2017-06-12T10:48:20Z
ethz.source
ECIT
ethz.identifier.importid
imp5936549e7b22271396
ethz.ecitpid
pub:181318
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2017-07-12T17:23:02Z
ethz.rosetta.lastUpdated
2022-03-29T10:11:32Z
ethz.rosetta.versionExported
true
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