Development of grout for additional seal embankment dams

dc.contributor.authorMichalčíková, Magdalénacs
dc.contributor.authorČerný, Vítcs
dc.contributor.authorDrochytka, Rostislavcs
dc.coverage.issue1cs
dc.coverage.volume108cs
dc.date.issued2015-06-25cs
dc.description.abstractThe technology of sealing sand and gravel by chemical injection has been known and used for a long time. Chemical grouting is however expensive and sometimes the use of cement does not lead to the desired effect. That is why we are trying to find new materials and methods of injection. Clay and cement are added to a mixture save chemical products. Clay-cement mixes are used not only because they are better quality, but also because these mixtures have a tendency to penetrate better into incoherent sediments that would need an additional sealant of a chemical injection. In order to reduce cost in future, ordinary clay is replaces in the mixture secondary raw materials can be a suitable substitute for ordinary clay to a certain extent. This is true above all for fly ash. This paper deals with the appropriateness of using fly ash (secondary raw material), cement and lime (binders) and liquefying additives and examining their properties in the mixture. The aim of the paper is to propose the optimal injection mixture for additional sealing of earth dams.en
dc.description.abstractThe technology of sealing sand and gravel by chemical injection has been known and used for a long time. Chemical grouting is however expensive and sometimes the use of cement does not lead to the desired effect. That is why we are trying to find new materials and methods of injection. Clay and cement are added to a mixture save chemical products. Clay-cement mixes are used not only because they are better quality, but also because these mixtures have a tendency to penetrate better into incoherent sediments that would need an additional sealant of a chemical injection. In order to reduce cost in future, ordinary clay is replaces in the mixture secondary raw materials can be a suitable substitute for ordinary clay to a certain extent. This is true above all for fly ash. This paper deals with the appropriateness of using fly ash (secondary raw material), cement and lime (binders) and liquefying additives and examining their properties in the mixture. The aim of the paper is to propose the optimal injection mixture for additional sealing of earth dams.en
dc.formattextcs
dc.format.extent632-638cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2015, vol. 108, issue 1, p. 632-638.en
dc.identifier.doi10.1016/j.proeng.2015.06.191cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-7873-4114cs
dc.identifier.orcid0000-0002-3849-5403cs
dc.identifier.orcid0000-0002-7123-1338cs
dc.identifier.other115617cs
dc.identifier.researcheridAAD-5237-2019cs
dc.identifier.researcheridF-3067-2019cs
dc.identifier.researcheridAAX-1518-2020cs
dc.identifier.scopus57203353373cs
dc.identifier.scopus55233647200cs
dc.identifier.scopus36454745200cs
dc.identifier.urihttp://hdl.handle.net/11012/194743
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1877705815011455cs
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.subjectadditional sealing earth dams; injection; grout; clay; clay suspensions; lime; cement; ash; yield fluidity; consistency; contractionen
dc.subjectstrenghten
dc.subjectadditional sealing earth dams; injection; grout; clay; clay suspensions; lime; cement; ash; yield fluidity; consistency; contraction
dc.subjectstrenght
dc.titleDevelopment of grout for additional seal embankment damsen
dc.title.alternativeDevelopment of grout for additional seal embankment damsen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-115617en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:14:35en
sync.item.modts2025.10.14 10:16:36en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav technologie stavebních hmot a dílcůcs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. AdMaS Divize MSHcs

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