Evaluation of deformation and strength parameters of organic soils for the design of geotechnical structures

dc.contributor.author Lechowicz, Zbigniew
dc.contributor.author Goławska, Katarzyna
dc.date.accessioned 2024-01-16T09:03:41Z
dc.date.available 2024-01-16T09:03:41Z
dc.date.issued 2023
dc.date.updated 2024-01-16T09:03:41Z
dc.description.abstract The evaluation of deformation and strength parameters of Holocene organic soils obtained from DMT dilatometer tests based on empirical relationships and ANN Artificial Neural Networks is presented. The evaluation of undrained shear strength τfu, deformation modulus E0.1% and initial shear modulus G0 of Eemian organic soils obtained from DMT dilatometer tests and SDMT seismic dilatometer tests is given, and then its comparison with the values obtained from triaxial tests for the design of underground structures supported by diaphragm walls of the stations of the underground line II in Warsaw, is shown. en
dc.format.mimetype application/pdf
dc.identifier.citation Acta Polytechnica. 2023, vol. 45, no. , p. 53-58.
dc.identifier.doi 10.14311/APP.2023.45.0053
dc.identifier.issn 1210-2709 (print)
dc.identifier.issn 1805-2363 (online)
dc.identifier.uri http://hdl.handle.net/10467/113254
dc.language.iso eng
dc.publisher České vysoké učení technické v Praze cs
dc.publisher Czech Technical University in Prague en
dc.relation.ispartofseries Acta Polytechnica
dc.relation.uri https://ojs.cvut.cz/ojs/index.php/APP/article/view/9552
dc.rights Creative Commons Attribution 4.0 International License en
dc.rights.access openAccess
dc.rights.uri http://creativecommons.org/licenses/by/4.0/
dc.title Evaluation of deformation and strength parameters of organic soils for the design of geotechnical structures
dc.type journal article en
dc.type.status Peer-reviewed
dc.type.version publishedVersion
dspace.entity.type Publication

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