dc.contributor.author | Jankauskas, Arūnas | |
dc.date.accessioned | 2023-09-18T08:54:07Z | |
dc.date.available | 2023-09-18T08:54:07Z | |
dc.date.issued | 2010 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/108439 | |
dc.description.abstract | Baigiamajame magistro darbe kuriamas dviejų polių įgilinimo metu atsirandančių grunto masyvo deformacijų fizinis modelis, įvertinus užsienio šalių patirtį šioje srityje. Išnagrinėti pagrindiniai principai, kuriais remiantis buvo sudarytas fizinis modelis moreniniuose gruntuose. Pateikta eksperimentinės aikštelės fizinė geografinė padėtis, geologinė litologinė sandara, grunto fizikinės ir mechaninės savybės, hidrogeologinės sąlygos, modelio sudarymo metodika, laboratorinių bei lauko bandymų rezultatų analizė. Įvertinus teorinius ir praktiškai gautus fizinio modelio aspektus, pateikiamos baigiamojo darbo išvados ir siūlymai. | lit |
dc.description.abstract | The thesis developed a two-pile įgilinimo the resulting array of soil physical deformation model, the assessment of foreign experience in this field. The main principles, which were drawn up in a physical model of morene soil. Submitted to the experimental site physical geographical location, geological lotological structure, soil physical mechanical characteristics, hydrogeological conditions, design methodologies, laboratory and field test results of the analysis. The assessment of the theoretical and practical aspects of the model obtained by physical, the conclusions and suggestions. The work consists of three parts: introduction, World of impact and interaction of soil physical models for review, installed by vibro pile and soil interaction physical model, the theoretical pile and soil interaction model, conclusions, references. | eng |
dc.format | PDF | |
dc.format.extent | 63 p. | |
dc.format.medium | tekstas / txt | |
dc.language.iso | lit | |
dc.rights | Laisvai prieinamas internete | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785416/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/MAIN/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785418/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785419/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785420/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785421/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785422/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785423/content | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:1785413/datastreams/ATTACHMENT_1785424/content | |
dc.title | Vibromonolitinio polio ir pagrindo sąveikos vietoje atsirandančių deformacijų fizinio modelio sudarymas | |
dc.title.alternative | Physical model creation of deformations of the interaction between displacement piles and soil | |
dc.type | Magistro darbas / Master thesis | |
dc.type.pubtype | ETD_MGR - Magistro darbas / Master thesis | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.lt | Grunto deformacijos | |
dc.subject.lt | grunto masyvas | |
dc.subject.lt | fizikinis modelis | |
dc.subject.lt | tankio vertė | |
dc.subject.lt | vibropolis | |
dc.subject.en | Ground deformation | |
dc.subject.en | ground array | |
dc.subject.en | the physical model | |
dc.subject.en | density value | |
dc.subject.en | vibropile | |
dc.publisher.name | Lithuanian Academic Libraries Network (LABT) | |
dc.publisher.city | Kaunas | |
dc.identifier.elaba | 1785413 | |