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Mohr-Coulomb Model

Steven F. Bartlett, 2010 Mohr-Coulomb ModelTuesday, September 11, 201212:43 PM Mohr-Coulomb Model Page 1 Steven F. Bartlett, 2011 The angle of dilationcontrols an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding. The value of =0 corresponds to the volume preserving deformation while in (regardless of overconsolidated layers) are characterized by a very low amount of dilation ( 0). As for sands, the angle of dilation depends on the angle of internal friction. For non-cohesive soils (sand, gravel) with the angle of internal friction >30 the value of dilation angle can be estimated as = -30.

Steven F. Bartlett, 2010 Mohr-Coulomb Model Tuesday, September 11, 2012 12:43 PM Mohr-Coulomb Model Page 1

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