Effect of the clay ratio on the bearing capacity of road fills

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dc.contributor.authorTuna, A.
dc.date.accessioned2026-08-12T16:10:07Z
dc.date.issued1989
dc.departmentFırat Üniversitesi
dc.description.abstractA method is presented as to how to determine the optimum clay ratio. Samples from coarse grained material and clay are taken as typical soils. In this method, the mixture is compacted in a model form which can simulate various angles of slope and which is loaded almost at the top edge of the slope until the collapse load is obtained. Thus the mixture ratio which is the ultimate bearing capacity, is determined.
dc.identifier.endpage372
dc.identifier.issn0005-6650
dc.identifier.issue8
dc.identifier.scopus2-s2.0-0024714126
dc.identifier.scopusqualityQ4
dc.identifier.startpage371
dc.identifier.urihttps://hdl.handle.net/11508/41745
dc.identifier.volume64
dc.indekslendigikaynakScopus
dc.language.isode
dc.relation.ispartofBauingenieur Berlin
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20260511
dc.subjectGranular Materials--Moisture Determination; Roads and Streets--Testing; Soils--Compaction; Collapse Load; Optimum Clay Ratio; Road Fills; Slope Angle; Clay
dc.titleEffect of the clay ratio on the bearing capacity of road fills
dc.title.alternativeZum Einfluss des Tongehaltes auf die Bruchlast von Erdfuellungen im Strassen- und Landebahnbau
dc.typeArticle

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