A case study of crushing resistance of Anatolian sands at lower and higher density

dc.contributor.authorErzin Y.
dc.contributor.authorYilmaz I.
dc.date.accessioned2025-04-10T11:16:38Z
dc.date.available2025-04-10T11:16:38Z
dc.date.issued2008
dc.description.abstractParticle breakage occurs when the stresses imposed on soil particles exceed their strength. In order to determine the crushing resistance, Anatolian sands were collected from three different locations in Turkey. Mineralogical, particle shape and size characteristics were first determined by laboratory testing and compaction and triaxial tests then undertaken. Particle breakage factors were calculated from the initial and final gradations of the samples. It was noted that the sample containing a third calcite experienced higher particle breakage. © Springer-Verlag 2007.
dc.identifier.DOI-ID10.1007/s10064-007-0111-4
dc.identifier.urihttp://hdl.handle.net/20.500.14701/51973
dc.titleA case study of crushing resistance of Anatolian sands at lower and higher density
dc.typeArticle

Files