dc.contributor.author | Tamošiūnas, Tadas | |
dc.contributor.author | Žaržojus, Gintaras | |
dc.contributor.author | Skuodis, Šarūnas | |
dc.date.accessioned | 2023-09-18T16:18:19Z | |
dc.date.available | 2023-09-18T16:18:19Z | |
dc.date.issued | 2022 | |
dc.identifier.issn | 1822-427X | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/113015 | |
dc.description.abstract | Simplified methods based on cone penetration test results are commonly used to determine soil deformation modulus, depending on the engineering geological and geotechnical conditions and the complexity of the computational approach. This paper reviews some empirical equations based on the results of the cone penetration test and gives recommendations for the assessment of Young’s modulus, oedometric modulus and residual modulus from the cone penetration test result, according to the Lithuanian technical requirements and other standards. Theoretical interpretations of results are presented together with practical examples for coarse and fine soils, limits of empirical equations application are explained. | eng |
dc.format | PDF | |
dc.format.extent | p. 1-24 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | VINITI | |
dc.rights | Laisvai prieinamas internete | |
dc.source.uri | https://bjrbe-journals.rtu.lv/article/view/bjrbe.2022-17.558/2950 | |
dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:134754890/datastreams/MAIN/content | |
dc.title | Indirect determination of soil Young’s modulus in Lithuania using cone penetration test data | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.accessRights | This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. | |
dcterms.license | Creative Commons – Attribution – 4.0 International | |
dcterms.references | 55 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | Vilniaus universitetas | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.researchfield | N 005 - Geologija / Geology | |
dc.subject.studydirection | E05 - Statybos inžinerija / Civil engineering | |
dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.ltspecializations | C101 - Civilinės inžinerijos mokslo centras / | |
dc.subject.en | cone penetration test (CPT) | |
dc.subject.en | constrained modulus | |
dc.subject.en | residual modulus | |
dc.subject.en | soil deformation modulus | |
dc.subject.en | Young’s modulus | |
dcterms.sourcetitle | The Baltic journal of road and bridge engineering | |
dc.description.issue | iss. 2 | |
dc.description.volume | vol. 17 | |
dc.publisher.name | Riga Technical University | |
dc.publisher.city | Riga | |
dc.identifier.doi | 000821701700001 | |
dc.identifier.doi | 10.7250/bjrbe.2022-17.558 | |
dc.identifier.elaba | 134754890 | |