Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil

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dc.contributor.authorChalmovský, Jurajcs
dc.contributor.authorMiča, Lumírcs
dc.coverage.issue1cs
dc.coverage.volume57cs
dc.date.issued2013-05-16cs
dc.description.abstractThe main purpose of this paper is to analyse the influence of pressure grouting on ground anchors pull out capacity in fine grained soils, using the finite element method (FEM). The grouting process is simulated by volumetric strain of grout body, which is determined from excavated test anchors. Obtained pull-out capacities for the cases with respectively without grouting simulation are compared with the results of appropriate analytical and empirical methods.en
dc.description.abstractThe main purpose of this paper is to analyse the influence of pressure grouting on ground anchors pull out capacity in fine grained soils, using the finite element method (FEM). The grouting process is simulated by volumetric strain of grout body, which is determined from excavated test anchors. Obtained pull-out capacities for the cases with respectively without grouting simulation are compared with the results of appropriate analytical and empirical methods.en
dc.formattextcs
dc.format.extent222-231cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2013, vol. 57, issue 1, p. 222-231.en
dc.identifier.doi10.1016/j.proeng.2013.04.031cs
dc.identifier.isbn978-9955-28-593-9cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-8605-5736cs
dc.identifier.orcid0000-0001-7581-8569cs
dc.identifier.other103961cs
dc.identifier.researcheridAAY-2526-2020cs
dc.identifier.scopus36617701500cs
dc.identifier.urihttp://hdl.handle.net/11012/193608
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007613cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectground anchoren
dc.subjectpull out capacityen
dc.subjectpressure groutingen
dc.subjectvolumetric strainen
dc.subjectfine grained soilen
dc.subjectfinite element methoden
dc.subjectconstitutive modelsen
dc.subjectground anchor
dc.subjectpull out capacity
dc.subjectpressure grouting
dc.subjectvolumetric strain
dc.subjectfine grained soil
dc.subjectfinite element method
dc.subjectconstitutive models
dc.titleInfluence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soilen
dc.title.alternativeInfluence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soilen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-103961en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:31en
sync.item.modts2025.10.14 10:14:26en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav geotechnikycs
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