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Development of Numerical Model for Deformation Prediction of Soil Mass During Construction of a Moderately Deep Structure in the Abaqus Software Package

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

Questions concerning numerical modeling of the construction of a deep pit are examined, and parameters of the numerical model of a moderately deeply embedded structure are substantiated using a model of a "hardening" soil in the Abaqus software package. Results of field investigations and those obtained during the numerical modeling are compared and indicate rather good agreement from both the qualitative and quantitative standpoints.

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References

  1. J. M. Duncan and C. Y Chang, "Nonlinear analysis of stress and strain in soils," J. Soil Mech. Found. Div., Am. Soc. Civ. Engin. (ASCE), 96, No. 5, 1629-1653 (1970).

  2. T. Schanz, P. A. Vermeer, and P. G. Bonnier, The hardening soil model: formulation and verification, Beyond 2000 in Computational Geotechnics − 10 Years of Plaxis, Balkema, Rotterdam (1999), pp. 281-296.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 2-6, March-April, 2014.

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Protosenya, A.G., Karasev, M.A. Development of Numerical Model for Deformation Prediction of Soil Mass During Construction of a Moderately Deep Structure in the Abaqus Software Package. Soil Mech Found Eng 51, 53–59 (2014). https://doi.org/10.1007/s11204-014-9254-z

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  • DOI: https://doi.org/10.1007/s11204-014-9254-z

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