| dc.contributor.author | Mačiulaitis, Romualdas | |
| dc.contributor.author | Nagrockienė, Džigita | |
| dc.date.accessioned | 2023-09-18T18:35:49Z | |
| dc.date.available | 2023-09-18T18:35:49Z | |
| dc.date.issued | 2001 | |
| dc.identifier.issn | 1392-1525 | |
| dc.identifier.other | (BIS)VGT02-000002747 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/129714 | |
| dc.description.abstract | The article presents results of the comparative investigations into porous concrete specimens resistance to freezing (one-sided and volumetric). It has been determined that there is not any linear relation between the results obtained when calculating both the beginning of specimens disintegration (R=0,2161753) and their disintegration end (R=0,2621269). Besides, the data are very scattered and any other mathematical model did not allow to find a stronger non-linear relation. | eng |
| dc.format.extent | p. 397-404 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | lit | |
| dc.title | Akytojo betono atsparumo šalčiui, taikant skirtingas bandymų metodikas, vertinimas | |
| dc.title.alternative | Evaluation of porous concrete resistance to freezing by different methods | |
| 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. 5 | |
| dc.description.volume | T.VII | |
| dc.publisher.name | Technika | |
| dc.publisher.city | Vilnius | |
| dc.identifier.elaba | 3583904 | |
