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dc.contributor.authorPaniagua Lopez, Ana Priscilla
dc.contributor.authorMayne, P. W.
dc.contributor.authorDi Buo, B.
dc.contributor.authorAgaiby, S. S.
dc.date.accessioned2024-10-15T08:21:36Z
dc.date.available2024-10-15T08:21:36Z
dc.date.created2024-09-27T12:48:13Z
dc.date.issued2024
dc.identifier.citationProceedings of the XVIII ECSMGE 2024 - Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Societyen_US
dc.identifier.isbn9781003431749
dc.identifier.urihttps://hdl.handle.net/11250/3158382
dc.description.abstractInterpretation of remoulded shear strength in soft clays based on lab and/or in-situ traditional testing can be simple and challenging, depending on the adopted approach. A new approach that uses CPTU data in the calculation of the slope parameter aq = Bq - 1/Q, together with laboratory fall cone and field vane shear tests data from 15 sites, demonstrates that when aq > 0.5, the clay under study can be considered as sensitive clay. The proposed relation is intended to be used as a first-order approximation of the remoulded shear strength that can be used as an indication of clay sensitivity. Further data and extended verification of the proposed approach are encouraged in the future for further validationen_US
dc.description.abstractA new approach for evaluation of remoulded shear strength in clays using the cone penetration testen_US
dc.language.isoengen_US
dc.publisherCRC Pressen_US
dc.relation.ispartofProceedings of the XVIII ECSMGE 2024 - Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleA new approach for evaluation of remoulded shear strength in clays using the cone penetration testen_US
dc.title.alternativeA new approach for evaluation of remoulded shear strength in clays using the cone penetration testen_US
dc.typeChapteren_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber723-726en_US
dc.identifier.doi10.1201/9781003431749-119
dc.identifier.cristin2304797
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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