Coombs, W.M. and Crouch, R.S. and Heaney, C.E. (2013) 'Observations on Mohr-Coulomb plasticity under plane strain.', Journal of engineering mechanics., 139 (9). pp. 1218-1228.
Linear elastic-perfect plasticity using the Mohr-Coulomb yield surface is one of the most widely used pressure-sensitive constitutive models in engineering practice. In the area of geotechnical engineering a number of problems, such as cavity expansion, embankment stability and footing bearing capacity, can be examined using this model together with the simplifying assumption of plane-strain. This paper clarifies the situation regarding the direction of the intermediate principal stress in such an analysis and reveals a unique relationship between hydrostatic pressure and the principal stress ratio for Mohr-Coulomb and Tresca perfect plasticity under those plane-strain conditions. The rational relationship and direction of the intermediate principal stress are illustrated through both material point and finite-element simulations. The latter involves the analysis of a rigid strip footing bearing onto a weightless soil and the finite deformation expansion of a cylindrical cavity.
|Keywords:||Intermediate principal stress, Mohr-Coulomb, Tresca, Elasto-plasticity, Plane-strain analysis, Geomaterials.|
|Full text:||PDF - Accepted Version (1226Kb)|
|Publisher Web site:||http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0000568|
|Record Created:||27 Oct 2011 15:20|
|Last Modified:||30 Aug 2013 12:00|
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