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dc.contributor.authorNikitenko, M.I.
dc.contributor.authorDubatovka, I.P.
dc.date.accessioned2023-01-18T14:48:18Z
dc.date.available2023-01-18T14:48:18Z
dc.date.issued2017
dc.identifier.citationActa Polytechnica. 2017, vol. 10, no. 0, p. 12-15.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/105916
dc.description.abstractThe article describes the experience of using anchors at a deep excavation for the construction of a multifunctional complex in Minsk. The authors describe the features of the device and the testing of the pressure grouted anchoring structure of "Geoizol" (according to the "Titan" type system).en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/4493
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleFEATURES REGARDING INTERACTION OF ANCHOR PILES SUCH AS "TITAN" AND "GEOIZOL" WITH SOILS
dc.typearticleen
dc.date.updated2023-01-18T14:48:18Z
dc.identifier.doi10.14311/APP.2017.10.0012
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
Kromě případů, kde je uvedeno jinak, licence tohoto záznamu je Creative Commons Attribution 4.0 International License