Modeling of vibration effect within small distances

dc.contributor.author	Stolárik, Martin
dc.date.accessioned	2008-09-08T08:01:25Z
dc.date.available	2008-09-08T08:01:25Z
dc.date.issued	2008
dc.description.abstract	The 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.identifier.citation	Acta Geodynamica et Geomaterialia. 2008, vol. 5, no. 2, p. 137-146.	en
dc.identifier.issn	1214-9705
dc.identifier.location	Ve fondu ÚK	en
dc.identifier.uri	http://hdl.handle.net/10084/67053
dc.identifier.wos	000258085700006
dc.language.iso	en	en
dc.publisher	Akademie věd České republiky, Ústav struktury a mechaniky hornin	en
dc.relation.ispartofseries	Acta Geodynamica et Geomaterialia	en
dc.relation.uri	https://www.irsm.cas.cz/materialy/acta_content/2008_02/5_Stolarik.pdf	en
dc.subject	technical seismicity	en
dc.subject	blasting operation	en
dc.subject	finite element method	en
dc.title	Modeling of vibration effect within small distances	en
dc.type	article	en

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