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dc.contributor.authorStolárik, Martin
dc.date.accessioned2008-09-08T08:01:25Z
dc.date.available2008-09-08T08:01:25Z
dc.date.issued2008
dc.identifier.citationActa Geodynamica et Geomaterialia. 2008, vol. 5, no. 2, p. 137-146.en
dc.identifier.issn1214-9705
dc.identifier.urihttp://hdl.handle.net/10084/67053
dc.description.abstractThe growth in the field of construction of shallow underground structures has been associated with construction of new roads, collectors and other structures. This contribution deals with modeling of distribution pattern of the maximum velocity amplitude (blasting vibration field) on surface basement. This basement will be situated within small distance from source of technical seismicity that is used as a part of technological processes. The model represents seismic effect of blasting operation in shallow tunnel. Plaxis 2D modeling system and its dynamic module based on finite element method are used for this presentation.en
dc.language.isoenen
dc.publisherAkademie věd České republiky, Ústav struktury a mechaniky horninen
dc.relation.ispartofseriesActa Geodynamica et Geomaterialiaen
dc.relation.urihttps://www.irsm.cas.cz/materialy/acta_content/2008_02/5_Stolarik.pdfen
dc.subjecttechnical seismicityen
dc.subjectblasting operationen
dc.subjectfinite element methoden
dc.titleModeling of vibration effect within small distancesen
dc.typearticleen
dc.identifier.locationVe fondu ÚKen
dc.identifier.wos000258085700006


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