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Please use this identifier to cite or link to this item: http://dspace.bsu.edu.ru/handle/123456789/52525
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dc.contributor.authorTyupin, V. N.-
dc.contributor.authorYanitsky, E. B.-
dc.contributor.authorPolyakh, A. E.-
dc.contributor.authorIgnatenko, I. M.-
dc.date.accessioned2023-04-05T11:46:35Z-
dc.date.available2023-04-05T11:46:35Z-
dc.date.issued2022-
dc.identifier.citationSeismically safe parameters of confined blasting in levelling dry dock bottom / V.N. Tyupin [et al.] // Eurasian Mining. - 2022. - №2(38).-P. 16-19. - Doi: 10.17580/em.2022.02.04. - Refer.: p. 19.ru
dc.identifier.urihttp://dspace.bsu.edu.ru/handle/123456789/52525-
dc.description.abstractDuring construction of a dry dock, it became necessary to level the bottom of gneissic granite rock mass to 7 m by blastingru
dc.language.isoenru
dc.subjecttechnicsru
dc.subjectmining engineeringru
dc.subjectblastingru
dc.subjectconfined conditionsru
dc.subjectblasting-induced seismic effectru
dc.subjectsoilcement pilesru
dc.subjectphysicotechnical propertiesru
dc.subjectcalculation formulasru
dc.titleSeismically safe parameters of confined blasting in levelling dry dock bottomru
dc.typeArticleru
Appears in Collections:Статьи из периодических изданий и сборников (на иностранных языках) = Articles from periodicals and collections (in foreign languages)

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