Please use this identifier to cite or link to this item: https://dspace.upt.ro/xmlui/handle/123456789/1313
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dc.contributor.authorMirea, Monica-
dc.date.accessioned2020-04-02T07:40:00Z-
dc.date.accessioned2021-03-01T08:38:28Z-
dc.date.available2020-04-02T07:40:00Z-
dc.date.available2021-03-01T08:38:28Z-
dc.date.issued2012-
dc.identifier.citationMirea, Monica. Study concerning the behavior of foundation elements in punched holes. Timişoara: Editura Politehnica, 2012en_US
dc.identifier.urihttp://primo.upt.ro:1701/primo-explore/search?query=any,contains,Study%20concerning%20the%20behavior%20of%20foundation%20elements%20in%20punched%20holes&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo-
dc.description.abstractThis study analyses, through MEF, the behavior of 10 foundation systems under different loading levels. These foundation systems were realized considering 4 specially shaped precast elements successively placed in dug holes, in punched holes and in bulb punched holes. The results show a very good behavior of the analyzed element compared to the other elements taken into consideration. The fact is due to the better cooperation of the proposed element with the foundation ground, fact that results in a higher bearing capacity.en_US
dc.language.isoenen_US
dc.publisherTimişoara:Editura Politehnicaen_US
dc.relation.ispartofseriesSeria hidrotehnică;Tom 57(71), fasc. 2 (2012)-
dc.subjectFundaţiien_US
dc.subjectPerforareen_US
dc.subjectCapacitate portantăen_US
dc.subjectArticolen_US
dc.subjectBearing capacityen_US
dc.subjectFoundation grounden_US
dc.subjectPunching holesen_US
dc.titleStudy concerning the behavior of foundation elements in punched holes [articol]en_US
dc.typeArticleen_US
Appears in Collections:Articole științifice/Scientific articles

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