Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr-Coulomb soil

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Smith, C.C. (2005)
  • Publisher: ICE Publishing
  • References (11)
    11 references, page 1 of 2

    Bolton, M. & Lau, C. (1993). Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil. Can. Geot. J. 30, 1024-1033.

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    Hansen, B. & Christensen, N. (1969). Discussion of 'Theoretical bearing capacity of very shallow footings', by A. L. Larkins. ASCE J. Soil Mech. Found. Div. 95, No. 6, 1568-1572.

    Heurtaux, J. (1959). Sur certains types des singularite´s des e´tats limites plans des sols pulve´rulents. Comptes Rendus de l'Academie d'Agriculture de France 249, No. 23, 2489-2491.

    Hjiaj, M., Lyamin, A. & Sloan, S. (2005). Numerical limit analysis solutions for the bearing capacity factor Nª. Int. J. Solids Struct. 42, 1681-1704.

    Ko, H. & Davison, L. (1973). Bearing capacity of footings in plane strain. J. Soil Mech. Found. Div. ASCE 99, No. SM1, 1-23.

    Lundgren, H. & Mortenson, K. (1953). Determination by the method of theory of plasticity of the bearing capacity of continuous footings on sand. Proc. 3rd Int. Conf. Soil Mech. Found. Engng, Zurich 1, 409-412.

    Martin, C. (2003a). Discussion of 'Calculations of bearing capacity factor Nª using numerical limit analysis', by Ukritchon, B., Whittle, A. J. and Klangvijit, C., ASCE J. Geotech. Geoenviron. Engng 129, No. 6, 468-474.

    Martin, C. (2003b). New software for rigorous bearing capacity calculations. Proceedings of the British Geotechnical Association international conference on foundations, Dundee, pp. 581-592.

    Sokolovski, V. (1965). Statics of granular media. Oxford: Pergamon Press.

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