1992
DOI: 10.1098/rspa.1992.0093
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Some axially symmetric flows of Mohr–Coulomb compressible granular materials

Abstract: In this paper we consider a number of axially symmetric flows of compressible granular materials obeying the Coulomb–Mohr yield condition and the associated flow rule. We pay particular attention to those plastic régimes and flows not included in the seminal work of Cox, Eason & Hopkins (1961). For certain plastic régimes, the velocity equations uncouple from the stress equations and the flow is said to be kinematically determined. We present a number of kinematically determined flows and the development g… Show more

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Cited by 15 publications
(8 citation statements)
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“…9(c)). -The problem is solved using the characteristic lines method (α, β-lines) and a numerical approach for solving the differential equations defining the stress field [21][22][23].…”
Section: Concrete Strength In the Inner Concrete Prism Accounting Formentioning
confidence: 99%
“…9(c)). -The problem is solved using the characteristic lines method (α, β-lines) and a numerical approach for solving the differential equations defining the stress field [21][22][23].…”
Section: Concrete Strength In the Inner Concrete Prism Accounting Formentioning
confidence: 99%
“…These stress states are given in tabular form in Table I. For further details we refer the reader to either Hill and Wu [7] or Cox et al [8]. For the plastic regimes A and F we have, respectively,…”
Section: Basic Equations For Plastic Regimes a And Fmentioning
confidence: 99%
“…Following the notation adopted in Hill and Wu [7], we assume that the three algebraic maximum, intermediate and minimum principal stress are ' , '' , and ''' ( ' * '' * ''' ), so that the Coulomb}Mohr yield condition takes the form…”
Section: Basic Equations For Plastic Regimes a And Fmentioning
confidence: 99%
“…The advantage of these criteria is that in many applications analytical or semi-analytical solutions exist which is very seldom the case with non-linear yield criteria. Examples of these are the classical solutions of Prandtl for plane strain problems, Cox et al [8], Bolton and Lau [9], Hill and Wu [10] for geometries showing axial symmetry and Nielsen [7] for various geometries.…”
Section: Introductionmentioning
confidence: 99%