Linearization of Drucker-Prager Yield Criterion for Axisymmetric Problems: Implementation in Lower-Bound Limit Analysis

The linearization of the Drucker-Prager yield criterion associated with an axisymmetric problem has been achieved by simulating a sphere with the truncated icosahedron with 32 faces and 60 vertices. On this basis, a numerical formulation has been proposed for solving an axisymmetric stability problem with the usage of the lower-bound limit analysis, finite elements, and linear optimization. To compare the results, the linearization of the Mohr-Coulomb yield criterion, by replacing the three cones with interior polyhedron, as proposed earlier by Pastor and Turgeman for an axisymmetric problem, has also been implemented. The two formulations have been applied for determining the collapse loads for a circular footing resting on a cohesive-friction material with nonzero unit weight. The computational results are found to be quite convincing. (C) 2013 American Society of Civil Engineers.

[1]  Jyant Kumar,et al.  Bearing capacity factors of circular foundations for a general c–ϕ soil using lower bound finite elements limit analysis , 2011 .

[2]  Scott W. Sloan,et al.  Lower bound limit analysis using non‐linear programming , 2002 .

[3]  Helmut Schweiger,et al.  On the use of drucker-prager failure criteria for earth pressure problems , 1994 .

[4]  Jyant Kumar,et al.  Ultimate Bearing Capacity of Two Interfering Rough Strip Footings , 2007 .

[5]  Andrew J. Whittle,et al.  Calculations of Bearing Capacity Factor Nγ Using Numerical Limit Analyses , 2003 .

[6]  J. Pastor,et al.  Limit analysis in axisymmetrical problems: Numerical determination of complete statical solutions , 1982 .

[7]  Jyant Kumar,et al.  Effect of Footing Roughness on Bearing Capacity Factor Nγ , 2007 .

[8]  Rodrigo Salgado,et al.  Two- and three-dimensional bearing capacity of footings in sand , 2007 .

[9]  Hans L. Erickson,et al.  Bearing Capacity of Circular Footings , 2002 .

[10]  Susan Gourvenec,et al.  Undrained Bearing Capacity of Square and Rectangular Footings , 2006 .

[11]  J. Pastor,et al.  Finite element method and limit analysis theory for soil mechanics problems , 1980 .

[12]  D. C. Drucker Limit analysis of two and three dimensional soil mechanics problems , 1953 .

[13]  Scott W. Sloan,et al.  Numerical limit analysis solutions for the bearing capacity factor Nγ , 2005 .

[14]  Scott W. Sloan,et al.  Lower bound limit analysis using finite elements and linear programming , 1988 .

[15]  Jyant Kumar,et al.  Effect of Footing Roughness on Lower Bound Nγ Values , 2008 .

[16]  Jyant Kumar,et al.  Stability of an unsupported vertical circular excavation in clays under undrained condition , 2010 .

[17]  S. Sloan,et al.  Upper bound limit analysis using discontinuous velocity fields , 1995 .

[18]  Scott W. Sloan,et al.  Upper bound limit analysis using finite elements and linear programming , 1989 .

[19]  Itai Einav,et al.  Simple Formulas for the Response of Shallow Foundations on Compressible Sands , 2008 .

[20]  Jyant Kumar,et al.  Vertical uplift resistance of circular plate anchors in clays under undrained condition , 2009 .