| dc.contributor.author | Alikonis, Antanas Algirdas | |
| dc.date.accessioned | 2023-09-18T18:31:24Z | |
| dc.date.available | 2023-09-18T18:31:24Z | |
| dc.date.issued | 2001 | |
| dc.identifier.issn | 1392-1525 | |
| dc.identifier.other | (BIS)VGT02-000001832 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/128843 | |
| dc.description.abstract | Foundations, erected in the tamped out trenches, are distinguished for a greater bearing capacity of the base in comparison with the foundations which are erected in the dug out trenches.[...]. | eng |
| dc.format.extent | p. 197-200 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | lit | |
| dc.title | Plūktinio pamato formos įtaka pado pagrindo skaičiuojamajam stiprumui | |
| dc.title.alternative | The influence of the tamped out foundation on the calculable strength of the footing base | |
| dc.type | Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source | |
| dc.type.pubtype | S4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dcterms.sourcetitle | Statyba | |
| dc.description.issue | nr. 3 | |
| dc.description.volume | T. VII | |
| dc.publisher.name | Technika | |
| dc.publisher.city | Vilnius | |
| dc.identifier.elaba | 3568364 | |
