Full-scale testing of Ground Anchors in Neogene Clay

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dc.contributor.authorŠtefaňák, Jancs
dc.contributor.authorMiča, Lumírcs
dc.contributor.authorChalmovský, Jurajcs
dc.contributor.authorLeiter, Augustincs
dc.coverage.volume172cs
dc.date.accessioned2019-04-03T03:55:03Z
dc.date.available2019-04-03T03:55:03Z
dc.date.issued2016-05-26cs
dc.description.abstractThe research campaign aimed on the better understanding of behavior of prestressed soil anchors in neogene clay, including conduction of variety of in-situ (CPT, PMT) and laboratory (Triaxial test, Simple shear test an Oedometric test) ground investigation methods, has been done during 2012 – 2015 in Czech Republic. The stress – strain diagrams and distribution of axial force along the anchor free length and anchor bond length was determined, based on the data obtained from variety types of sensors placed onto the tendon and into the gravity and post-grouted part of the grout body. On the basis of this information the software application for prediction of the anchor pull-out force and stress-strain diagram was developed, calibrated and verified. The application for purposes of conduction of prestressing tests and test reports elaboration was programmed also. Research activities leading to development of the pair of forenamed software are described in paper.en
dc.formattextcs
dc.format.extent1129-1136cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2016, vol. 172, p. 1129-1136.en
dc.identifier.doi10.1016/j.proeng.2017.02.170cs
dc.identifier.issn1877-7058cs
dc.identifier.other133370cs
dc.identifier.urihttp://hdl.handle.net/11012/70131
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S1877705817306768cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectRock anchorsen
dc.subjectGeotechnical measurementen
dc.subjectFull - scale load testingen
dc.subjectMonitoringen
dc.subjectSoftware developmenten
dc.titleFull-scale testing of Ground Anchors in Neogene Clayen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-133370en
sync.item.dbtypeVAVen
sync.item.insts2020.03.30 16:58:13en
sync.item.modts2020.03.30 16:00:13en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav geotechnikycs
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