dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Katzenbach, Rolf | |
dc.contributor.author | Leppla, Steffen | |
dc.contributor.author | Ramm, Hendrik | |
dc.contributor.author | Seip, Matthias | |
dc.contributor.author | Kuttig, Heiko | |
dc.date.accessioned | 2025-03-31T08:01:42Z | |
dc.date.available | 2025-03-31T08:01:42Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157137 | |
dc.description.abstract | Economic and environment-friendly design focuses on a reduction of construction material used, construction time spent and energy consumed within the buildings construction and service time. Regarding deep foundation systems and retaining structures for excavations this paper highlights the important role of enhanced geotechnical design and independent quality assurance by means of the 4-eyeprinciple. | en_US |
dc.format.extent | 9 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/S1877705813008023 | en_US |
dc.subject | deep foundation | en_US |
dc.subject | deep excavation | en_US |
dc.subject | soil-structure-interaction | en_US |
dc.subject | independent peer review | en_US |
dc.subject | 4-eye-principle | en_US |
dc.subject | observational method | en_US |
dc.subject | load test | en_US |
dc.subject | Finite-Element-Method (FEM) | en_US |
dc.subject | back analysis | en_US |
dc.title | Design and construction of deep foundation systems and retaining structures in urban areas in difficult soil and groundwater conditions | 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 | 14 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Technische Universität Darmstadt | en_US |
dc.contributor.institution | Ingenieursozietät Prof. Dr.-Ing. Katzenbach GmbH | 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.2013.04.069 | en_US |