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Original Articles

Application of a non-coaxial soil model in shallow foundations

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Pages 139-150 | Received 20 Oct 2005, Published online: 20 Feb 2007

References

  • Abbo , A. J. 1997 . “ Finite element algorithms for elastoplasticity and consolidation ” . Australia : University of Newcastle . PhD thesis
  • Bransby , M. F. and Randolph , M. F. 1999 . The effect of skirted foundation shape on response to combined V–M–H loadings . Int. J. Offshore Polar Eng , 9 ( 3 ) : 214 – 218 .
  • Christofferson , J. , Mehrabadi , M. M. and Nemat-Nasser , S. 1981 . A micromechanical description of granular material behaviour . J. Appl. Mech , 48 : 339
  • De Borst , R. and Vermeer , P. A. 1984 . Possibilities and limitations of finite elements for limit analysis . Geotechnique , 34 ( 2 ) : 199 – 210 .
  • De Jong , G. and De , J. 1971 . The double-sliding, free-rotating model for granular assemblies . Geotechnique , 21 : 155 – 163 .
  • Godbole , P. N. , Viladkar , M. N. and Noorzaei , J. 1990 . Nonlinear soil–structure interaction analysis using coupled finite-elements . Comput. Struct , 36 ( 6 ) : 1089 – 1096 .
  • Harris , D. 1993 . Constitutive equations for planar deformations of rigid-plastic materials . J. Mech. Phys. Solids , 41 ( 9 ) : 1515 – 1531 .
  • Ishihara , K. and Towhata , I. 1983 . Sand response to cyclic rotation of principal stress direction as induced by wave loads . Soils Found , 23 : 11 – 16 .
  • Joer , H. A. , Lanier , J. and Fahey , M. 1998 . Deformation of granular material due to rotation of principal axes . Geotechnique , 48 ( 5 ) : 605 – 619 .
  • Kolymbas , D. 1991 . An outline of hypoplasticity . Arch. Appl. Mech , 61 : 143 – 151 .
  • Nagtegaal , J. C. , Parks , D. M. and Rice , J. R. 1974 . On numerically accurate finite element solutions in the fully plastic range . Comput. Methods Appl. Mech. Eng , 4 : 153 – 177 .
  • Oda , M. and Konishi , J. 1974 . Microscopic deformation mechanism of granular material in simple shear . Soils Found , 14 ( 4 ) : 25 – 38 .
  • Papamichos , E. and Vardoulakis , I. 1995 . Shear band formation in sand according to non-coaxial plasticity model . Geotechnique , 45 ( 4 ) : 649 – 661 .
  • Potts , D. M. and Gens , A. 1984 . The effect of the plastic potential in boundary value problems involving plane strain deformation . Int. J. Numer. Analyt. Methods Geomech , 8 : 259 – 286 .
  • Potts , D. M. and Zdravkovic , L. 2001 . Finite Element Analysis in Geotechnical Engineering: Application , London : Thomas Telford .
  • Poulos , H. G. 2000 . Foundation settlement analysis: practice versus research Eighth Spencer J. Buchanan Lecture . November 3 2000 . Texas A&M University .
  • Roscoe , K. H. 1970 . The influence of strains in soil mechanics . Geotechnique , 20 ( 2 ) : 129 – 170 .
  • Rudnicki , J. W. and Rice , J. R. 1975 . Conditions for the localization of deformation in pressure–sensitive dilatant materials . J. Mech. Phys. Solids , 23 : 371 – 394 .
  • Simonini , P. 1993 . Influence of relative density and stress level on the bearing capacity of sands . Int. J. Numer. Analyt. Methods Geomech , 17 : 871 – 890 .
  • Sloan , S. W. 1987 . Substepping schemes for the numerical integration of elastoplastic stress–strain relations . Int. J. Numer. Methods Eng , 24 : 893 – 911 .
  • Sloan , S. W. and Randolph , M. F. 1982 . Numerical prediction of collapse loads using finite element methods> . Int. J. Numer. Analyt. Methods Geomech , 6 : 47 – 76 .
  • Spencer , A. J. M. 1964 . A theory of the kinematics of ideal soils under plane strain conditions . J. Mech. Phys. Solids , 12 : 337 – 351 .
  • Taiebat , H. A. and Carter , J. P. 2000 . Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading . Geotechnique , 50 ( 4 ) : 409 – 418 .
  • Teunissen , J. A. M. and Vermeer , P. A. 1988 . Analysis of double shearing in frictional materials . Int. J. Numer. Analyt. Methods Geomech , 12 : 323 – 340 .
  • Woodward , P. K. and Griffiths , D. V. 1988 . Observations on the computation of the bearing capacity factor N γ by finite elements . Geotechnique , 48 ( 1 ) : 137 – 141 .
  • Woodward , P. K. , Nesnas , K. and Griffiths , D. V. 2000 . “ Advanced numerical modeling of footings on granular soils ” . In GeoDenver 2000: Numerical Methods in Geotechnical Engineering 88 – 101 .
  • Yang , Y. and Yu , H. S. 2006 . Numerical simulations of simple shear with non–coaxial soil models . Int. J. Numer. Analyt. Methods Geomech , 30 ( 1 ) : 1 – 19 .
  • Yu , H. S. and Netherton , M. D. 2000 . Performance of displacement finite elements for modelling incompressible materials . Int. J. Numer. Analyt. Methods Geomech , 24 : 627 – 653 .
  • Yu , H. S. and Yuan , X. . The importance of accounting for non-coaxial behavior in modeling soil–structure interaction . Proceedings of the 11th IACMAG . 2005 . Vol. 4 , pp. 709 – 718 .
  • Yu , H. S. and Yuan , X. . On a class of non-coaxial plasticity models for granular soils . Proceedings of the Royal Society of London, Series A . 2006 . Vol. 462 , pp. 725 – 748 .
  • Yu , H. S. , Houlsby , G. T. and Burd , H. J. 1993 . A novel isoparametric finite element displacement formulation for axisymmetric analysis of nearly incompressible materials . Int. J. Numer. Methods Eng , 36 : 2453 – 2472 .
  • Yu , H. S. , Yang , Y. and Yuan , X. . Application of non-coaxial plasticity models in geotechnical analysis . Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering . Vol. 2 , pp. 993 – 996 .

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