| dc.contributor.author | Jankauskas, Arūnas | |
| dc.contributor.author | Gadeikienė, Sonata | |
| dc.date.accessioned | 2023-09-18T18:40:04Z | |
| dc.date.available | 2023-09-18T18:40:04Z | |
| dc.date.issued | 2010 | |
| dc.identifier.issn | 2029-2341 | |
| dc.identifier.other | (BIS)VGT02-000022922 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/130491 | |
| dc.description.abstract | Straipsnyje nagriėjama polių, įgilintų į smėlingą dulkingą molį, ir pagrindo sąveika. Apžvelgiami eksperimentiniai ir teoriniai darbai. Pateikiama gruntų geologinė litologinė sandara, modelio sudarymo metodika. Sumodeliuotas eksperimentas, išanalizuotos grunto judė jimo kryptys. Atlikti lauko ir laboratoriniai tyrimai, jų analizė ir pateiktos grunto pasiskirstymo schemos. Apskaičiuotas grunto pakilimas aplink polius. Sudarytas fizinis modelis remiantis jau anksčiau nagrinėtu fiziniu modeliu ir jo pagrindimu. | lit |
| dc.description.abstract | The article deals with the interaction between piles installed in dusty sandy clay and the base. The paper reviews experimental and theoretical work, presents a geological litological structure of soil and looks at the methods of composing a model. The article also describes the model of the carried out experiment and analyzes directions towards soil movement. Field and laboratory studies as well as soil analysis, including its distribution scheme are provided. Ground elevation around the piles has been calculated. A new physical model has been created on the basis of the before examined physical model and its reasoning. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 20-23 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | lit | |
| dc.relation.isreferencedby | Index Copernicus | |
| dc.source.uri | http://biblioteka.vgtu.lt/vgt04/straipsnis.php?nr=6113 | |
| dc.title | Vibromonolitinio polio ir pagrindo sąveikos fizinio modelio sudarymas | |
| dc.type | Straipsnis kitoje DB / Article in other DB | |
| dcterms.references | 6 | |
| dc.type.pubtype | S3 - Straipsnis kitoje DB / Article in other DB | |
| 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 | |
| dc.subject.lt | Deformacija | |
| dc.subject.lt | Fizinis modelis | |
| dc.subject.lt | Gruntas | |
| dc.subject.lt | Tankis | |
| dc.subject.lt | Vibropolis | |
| dc.subject.en | Deformation | |
| dc.subject.en | Physical model | |
| dc.subject.en | Ground | |
| dc.subject.en | Density | |
| dc.subject.en | Vibropile | |
| dcterms.sourcetitle | Mokslas - Lietuvos ateitis : Statyba, transportas, aviacijos technologijos = Science - Future of Lithuania : Civil and Transport Engineering, Aviation Technologies | |
| dc.description.issue | nr. 6 | |
| dc.description.volume | T. 2 | |
| dc.publisher.name | Technika | |
| dc.publisher.city | Vilnius | |
| dc.identifier.doi | 10.3846/mla.2010.106 | |
| dc.identifier.elaba | 3946869 | |
