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- W1974182015 abstract "Granular materials forming part of embankments, foundations and pavement structures are subjected to both static and dynamic loads. As a result, total or partial particle breakage occurs. Particle breakage causes settlements and a reduction in hydraulic conductivity (Fragaszy & Voss, 1986). Previous research has indicated that granular materials undergoing crushing exhibit a non-linear Mohr-Coulomb failure envelope if the envelope is constructed with the peak values of shear resistance. Therefore the angle of shearing resistance decreases as a consequence of particle crushing (Bolton, 1986; Feda, 2002). On the other hand, recent ring shear tests on carbonate sand presented by Coop et al. (2004) showed crushing without loss of residual angle of internal friction. It seems that crushable granular materials experience a reduction in the internal friction angle as a consequence of particle breakage prior to achieving a constant value of residual strength. The main focus of this study is to understand and produce a visualisation of the evolution of crushing in a weak granular material subjected to a direct shear test. The results from direct shear tests conducted on sugar, and a computer simulation using the discrete element method, are presented. (A)" @default.
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- W1974182015 date "2005-04-01" @default.
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- W1974182015 title "Crushing a weak granular material: experimental numerical analyses" @default.
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- W1974182015 doi "https://doi.org/10.1680/geot.2005.55.3.245" @default.
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