Rodyti trumpą aprašą

dc.rights.licenseVisos teisės saugomos / All rights reserveden_US
dc.contributor.authorDemchenko, Oksana
dc.contributor.authorShulhin, Volodymyr
dc.contributor.authorIlchenko, Volodymyr
dc.contributor.authorUzhviieva, Elena
dc.date.accessioned2026-02-25T13:48:22Z
dc.date.available2026-02-25T13:48:22Z
dc.date.issued2023
dc.identifier.isbn9783031258626en_US
dc.identifier.issn2523-3440en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/159968
dc.description.abstractDrilling cuttings are toxic for the environment (III-IV hazard class) due to the drilling mud used and initial properties of the drilled rock. One of the promising areas is the processing of drilling cuttings to obtain a mixture that is non-toxic and can be used for road construction. Road design requires calculation of a number of parameters which provide durability, reliability, and frost resistance. The road layers made of drilling cuttings must efficiently resist shear stress and fractures in the pavement. One of the main indicators that must be met in the road design is water consumptions. This indictor is closely related to the frost resistance of road pavement. The less water consumption is the more cycles of freezing and thawing the road pavement will endure. In this study, by mixing the drilling cuttings and special additives, the mixture of drilling slime-cement was obtained which after curing successfully endures the atmosphere influence. In this paper, the most optimal compositions of slime-cement with the use of lime and hydrophobic additives for the layers of pavement are presented. The influence of cement, lime, and hydrophobic additives on the strength and water absorption of slime-cement was investigated experimentally. Using the STATISTICA software package, the values of the factors when the maximum strength and minimum water absorption are achieved are specified. The conclusions provide quantitative indicators based on the results of these studies.en_US
dc.format.extent354-364 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/159378en_US
dc.source.urihttps://link.springer.com/chapter/10.1007/978-3-031-25863-3_33en_US
dc.subjectRoad pavementen_US
dc.subjectSlime-cementen_US
dc.subjectDrilling cuttingsen_US
dc.subjectWater sorptionen_US
dc.subjectCompression strengthen_US
dc.subjectInfluence surfaceen_US
dc.subjectDrilling waste managementen_US
dc.titlePossibilities of the Using of Drilling Mud in Road Constructionen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2023-02-22
dcterms.references12en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionNational University «Yuri Kondratyuk Poltava Polytechnic»en_US
dc.contributor.institutionUkrainian State University of Railway Transporten_US
dcterms.sourcetitleProceedings of the International Conference TRANSBALTICA XIII: Transportation Science and Technology. September 15-16, 2022, Vilnius, Lithuaniaen_US
dc.identifier.eisbn9783031258633en_US
dc.identifier.eissn2523-3459en_US
dc.publisher.nameSpringeren_US
dc.publisher.countrySwitzerlanden_US
dc.publisher.cityChamen_US
dc.identifier.doihttps://doi.org/10.1007/978-3-031-25863-3_33en_US


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