Publication:
Comparing the Efficiency of Ordinary Kriging and Cokriging to Estimate the Atterberg Limits Spatially Using Some Soil Physical Properties

dc.authorscopusid6603263487
dc.authorscopusid6603656874
dc.authorscopusid16052385200
dc.contributor.authorBaşkan, O.
dc.contributor.authorErpul, G.
dc.contributor.authorDengiz, O.
dc.date.accessioned2020-06-21T15:06:27Z
dc.date.available2020-06-21T15:06:27Z
dc.date.issued2009
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Başkan] Oǧuz, Soil Fertilizer and Water Resources Central Research Institute, Yenimahalle, Ankara, Turkey; [Erpul] Günay, Department of Soil Sciences, Ankara Üniversitesi, Ankara, Turkey; [Dengiz] Orhan, Department of Soil Science, Ondokuz Mayis Üniversitesi, Samsun, Turkeyen_US
dc.description.abstractThe spatial distribution of the Atterberg limits can be used to distinguish the consistency and behaviour of a soil and its engineering properties, which strongly depends on the water content of the soil and types of silts and clays in the soil. By spatial modeling, and comparing the results of ordinary kriging with the cokriging approach, this study aims to find correlations between the Atterberg limits and the selected physical soil parameters in order to examine how effective they are in generating an understanding of the dynamics of a physical soil system. In 156 soil samples, the Atterberg limits and soil moisture conditions were determined, and auxiliary functions were selected by application of cokriging using correlation analysis and regression equations obtained by the residual maximum likelihood (REML). These techniques were evaluated by the results of the mean absolute error (MAE) and the mean squared error (MSE). Cokriging analysis was found to be more effective at estimating the liquid limit (W<inf>LL</inf>) and the plastic limit (W<inf>PL</inf>) than kriging analysis and with smaller error values. On the other hand, the kriging approach, which had smaller MAE and MSE values, was more effective at estimating the plasticity index (W<inf>PI</inf>) values than the cokriging method. Unlike the REML regression equations, the field capacity (FC) value was the more suitable parameter for the cokriging estimates. When the necessary labour and time were considered for determining the Atterberg limits, both kriging and cokriging were found to be applicable for estimation of these limits. © 2009 The Mineralogical Society.en_US
dc.identifier.doi10.1180/claymin.2009.044.2.181
dc.identifier.endpage193en_US
dc.identifier.issn0009-8558
dc.identifier.issn1471-8030
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-77249103680
dc.identifier.scopusqualityQ2
dc.identifier.startpage181en_US
dc.identifier.urihttps://doi.org/10.1180/claymin.2009.044.2.181
dc.identifier.urihttps://hdl.handle.net/20.500.12712/18615
dc.identifier.volume44en_US
dc.identifier.wosWOS:000270805600003
dc.identifier.wosqualityQ2
dc.language.isoenen_US
dc.publisherMineralogical Societyen_US
dc.relation.ispartofClay Mineralsen_US
dc.relation.journalClay Mineralsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAtterberg Limitsen_US
dc.subjectCokrigingen_US
dc.subjectConsistency Limitsen_US
dc.subjectKrigingen_US
dc.subjectSoil Water Contenten_US
dc.titleComparing the Efficiency of Ordinary Kriging and Cokriging to Estimate the Atterberg Limits Spatially Using Some Soil Physical Propertiesen_US
dc.typeArticleen_US
dspace.entity.typePublication

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