Designing singular jet grouting column for sandy soils

dc.contributor.authorKarahan G.N.
dc.contributor.authorSivrikaya O.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2018
dc.departmentNiğde ÖHÜ
dc.description.abstractIn this study, the bearing capacity and settlement values of jet grouting columns with the same diameter in very loose and loose sandy soils were estimated by theoretical approaches and numerical analysis depending on the change in the length of the jet grout columns and soil relative densities, and those values were compared with each other. The changes in bearing capacity and settlement values obtained from soil parameters, jet grouting column length and method differences were examined. In the designing of the jet grouting column, these factors should be determined carefully and correctly. The bearing capacity of the jet grouting column is calculated by the theoretical approach considering as a pile. The settlement values of the jet grouting column were calculated by semi-empirical, empirical and theoretical methods. In numerical analyses, single jet grouting column was modelled with Mohr Coulomb and Hardening Soil models in axial symmetry model and the bearing capacity and settlement values of singular jet grouting column were determined. © 2018, Springer-Verlag GmbH Germany, part of Springer Nature.
dc.identifier.doi10.1007/s12665-018-7650-9
dc.identifier.issn1866-6280
dc.identifier.issue12
dc.identifier.scopus2-s2.0-85049435431
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://dx.doi.org/10.1007/s12665-018-7650-9
dc.identifier.urihttps://hdl.handle.net/11480/1641
dc.identifier.volume77
dc.identifier.wosWOS:000436158100006
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherSpringer Verlag
dc.relation.ispartofEnvironmental Earth Sciences
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBearing capacity
dc.subjectJet grouting column
dc.subjectNumeric analysis
dc.subjectSettlement
dc.subjectTheoric approach
dc.titleDesigning singular jet grouting column for sandy soils
dc.typeArticle

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