Rotationssymmetrisches ebenes Fließen eines granularen Modellmaterials
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[1] Colin B. Brown,et al. On the application of couple-stress theories to granular media , 1972 .
[2] R. Stojanović. A continuum-mechanical approach to the mechanics of rock masses , 1972 .
[3] H. Lippmann,et al. Plasticity in rock mechanics , 1971 .
[4] I. M. Smith,et al. Incremental Numerical Solution of a Simple Deformation Problem in Soil Mechanics , 1970 .
[5] G. Mandl,et al. Fully Developed Plastic Shear Flow of Granular Materials , 1970 .
[6] K. Roscoe. THE INFLUENCE OF STRAINS IN SOIL MECHANICS , 1970 .
[7] H. Lippmann. Eine Cosserat-Theorie des plastischen Flie\ens , 1969 .
[8] P. Paslay,et al. Analysis of the Plastic Flow of Rock Under a Lubricated Punch , 1968 .
[9] P. Paslay,et al. Plastic Flow of Rock Under a Pointed Punch in Plane Strain , 1968 .
[10] A.J.M. Spencer,et al. A theory of the kinematics of ideal soils under plane strain conditions , 1964 .
[11] W. Prager,et al. Introduction of Mechanics of Continua , 1962 .
[12] R. T. Shield,et al. On Coulomb's law of failure in soils , 1955 .
[13] D. C. Drucker,et al. Soil mechanics and plastic analysis or limit design , 1952 .
[14] H. Lippmann. Matrixungleichungen und die Konvexität der Fließfläche , 1970 .
[15] E. H. Brown. A theory for the mechanical behaviour of sand , 1966 .
[16] W. T. Koiter. General theorems for elastic plastic solids , 1960 .
[17] A. Nádai. Theory of flow and fracture of solids , 1950 .