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Study concerning the behavior of foundation elements in punched holes [articol]
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| dc.contributor.author | Mirea, Monica | |
| dc.date.accessioned | 2020-04-02T07:40:00Z | |
| dc.date.accessioned | 2021-03-01T08:38:28Z | |
| dc.date.available | 2020-04-02T07:40:00Z | |
| dc.date.available | 2021-03-01T08:38:28Z | |
| dc.date.issued | 2012 | |
| dc.identifier.citation | Mirea, Monica. Study concerning the behavior of foundation elements in punched holes. Timişoara: Editura Politehnica, 2012 | en_US |
| dc.identifier.uri | http://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.abstract | This 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.iso | en | en_US |
| dc.publisher | Timişoara:Editura Politehnica | en_US |
| dc.relation.ispartofseries | Seria hidrotehnică;Tom 57(71), fasc. 2 (2012) | |
| dc.subject | Fundaţii | en_US |
| dc.subject | Perforare | en_US |
| dc.subject | Capacitate portantă | en_US |
| dc.subject | Articol | en_US |
| dc.subject | Bearing capacity | en_US |
| dc.subject | Foundation ground | en_US |
| dc.subject | Punching holes | en_US |
| dc.title | Study concerning the behavior of foundation elements in punched holes [articol] | en_US |
| dc.type | Article | en_US |
