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dc.contributor.authorČajka, Radim
dc.date.accessioned2015-01-27T13:50:23Z
dc.date.available2015-01-27T13:50:23Z
dc.date.issued2013
dc.identifier.citationActa Montanistica Slovaca. 2013, roč. 18, č. 4, s. 254-261.cs
dc.identifier.issn1335-1788
dc.identifier.urihttp://hdl.handle.net/10084/106357
dc.description.abstractWhen calculating the state of stress in a structure caused by relative strain of landscape which is a result of undermining, the structure is often deformed in order to create the specific situation. Each part of the structure resists the strain in a difference way. This depends on places where the structure is in contact with soil environment. When calculating the 3D foundation structures by means of the Finite Element Method (FEM), it is necessary to determine the soil environment resistance. For that purpose, most FEM software applications enable now to enter the friction parameters C1x and C1y. Unlike C1z which resists the structure in the direction perpendicular to the element’s plane, these parameters are applied in the central line plane of a slab and rod element.cs
dc.format.extent282190 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherTechnical University of Kosicecs
dc.relation.ispartofseriesActa Montanistica Slovacacs
dc.relation.urihttp://actamont.tuke.sk/pdf/2013/n4/6cajka.pdfcs
dc.titleAnalytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territoriescs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume18cs
dc.description.issue4cs
dc.description.lastpage261cs
dc.description.firstpage254cs
dc.identifier.wos000343184100006


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