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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.02.2008 | Original Paper

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

verfasst von: Yusuf Erzin, Işık Yilmaz

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2008

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Abstract

Particle 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.

Vorheriger Artikel Assessment of concrete quality using non-destructive techniques, Ghatghar project, Maharashtra, India

Nächster Artikel Estimation of bearing capacity of basalts at the Atasu dam site, Turkey

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Titel: A case study of crushing resistance of Anatolian sands at lower and higher density
verfasst von: Yusuf Erzin
Işık Yilmaz
Publikationsdatum: 01.02.2008
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 1/2008
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-007-0111-4

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