dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Uotinen, Veli-Matti | |
dc.contributor.author | Rantala, Jukka | |
dc.date.accessioned | 2025-05-26T13:13:12Z | |
dc.date.available | 2025-05-26T13:13:12Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157695 | |
dc.description.abstract | Use of steel piles in general has continuously increased in the Nordic countries as well as in the harbour structures of the Baltics and
Western Europe. The main reasons are the innovative, easy-to-handle but rigid and durable pile joints, application of steel material
technology and higher steel strength. The importance of the resistance and stiffness of mechanical joints of slender steel piles is
accentuated in soft soil conditions. The wide product range and different installation methods enable versatile applications from lightweight
to heavily loaded structures in all soil conditions. In harbour structures bending resistance of the pile is often the dimensioning
factor. The latest innovations are the highly rigid retaining wall structure, the RD pile wall installed by drilling in all possible soil
conditions and steel piles serving as energy piles that exploit renewable ground source energy both for heating and cooling. There has
been wide co-operation in Finland between steel pile manufacturers, contractors, designers, manufacturers of piling equipment,
researchers and authorities in developing steel pile technology for almost thirty years. | en_US |
dc.format.extent | 10 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/156173 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705813008813 | en_US |
dc.subject | deep foundations | en_US |
dc.subject | steel piles | en_US |
dc.subject | pile joints | en_US |
dc.subject | bending stiffness | en_US |
dc.subject | retaining wall structures | en_US |
dc.subject | high strength steel | en_US |
dc.subject | renewable energy | en_US |
dc.title | Applications and development of modern steel pile technology | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.issued | 2013-05-17 | |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 15 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Ruukki Construction Oy | en_US |
dc.contributor.institution | Tampere University of Technology | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 57 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2013.04.148 | en_US |