A comparison of numerical models results with in-situ measurement of ground vibrations caused by sheet pile driving

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dc.contributor.author Petřík, Tomáš
dc.contributor.author Hrubešová, Eva
dc.contributor.author Lednická, Markéta
dc.date.accessioned 2012-09-07T10:39:54Z
dc.date.available 2012-09-07T10:39:54Z
dc.date.issued 2012
dc.identifier.citation Acta geodynamica et geomaterialia. 2012, vol. 9, no. 2, p. 165-171. cs
dc.identifier.issn 1214-9705
dc.identifier.uri http://hdl.handle.net/10084/94976
dc.description.abstract This paper pursues the effect of changes in distance and vibration frequency on the vibration velocity amplitude. As an example, we used the vibrating sheet piles at the construction of a new multi-functional FEI building on the premises of VŠB - TU Ostrava, at 17 listopadu street. The effect of these changes is monitored both in in-situ measurements and in a simulated real-life situation. The calculation software Plaxis 2D is used for creation of numerical models. At the close, the results from in-situ measurements are confronted with those achieved from the models. cs
dc.format.extent 4073936 bytes cs
dc.format.mimetype application/pdf cs
dc.language.iso en cs
dc.publisher Akademie věd České republiky, Ústav struktury a mechaniky hornin cs
dc.relation.ispartofseries Acta geodynamica et geomaterialia cs
dc.relation.uri http://www.irsm.cas.cz/abstracts/AGG/02_12/6_Petrik.pdf cs
dc.subject numerical modelling cs
dc.subject Plaxis 2D cs
dc.subject sheet pile driving cs
dc.subject vibration velocity amplitude cs
dc.subject vibration frequency cs
dc.subject vibratory hammer cs
dc.subject dynamic analysis cs
dc.title A comparison of numerical models results with in-situ measurement of ground vibrations caused by sheet pile driving cs
dc.type article cs
dc.identifier.location Není ve fondu ÚK cs
dc.rights.access openAccess cs
dc.type.version publishedVersion cs
dc.type.status Peer-reviewed cs
dc.description.source Web of Science cs
dc.description.volume 9 cs
dc.description.issue 2 cs
dc.description.lastpage 171 cs
dc.description.firstpage 165 cs
dc.identifier.wos 000306678300006

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