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Algorithm and program for engineering analysis of foundation-slab settlement with allowance for nonuniform bed loading and heterogeneity of the mass

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

An algorithm is proposed for practical implementation of a scheme for analysis of the settlement of building foundations, which has been set forth in modern regulatory documents. Methods to account for a slab with a complex planform, nonuniform loading on the bed, and the actual heterogeneity of the soil bed, which can be assigned directly from survey data, are developed within the framework of this scheme.

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References

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Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Russia

    V. I. Sheinin, E. P. Sarana, S. A. Artemov & A. V. Favorov

Authors
  1. V. I. Sheinin
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  2. E. P. Sarana
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  3. S. A. Artemov
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  4. A. V. Favorov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 2–7, September–October, 2006.

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Sheinin, V.I., Sarana, E.P., Artemov, S.A. et al. Algorithm and program for engineering analysis of foundation-slab settlement with allowance for nonuniform bed loading and heterogeneity of the mass. Soil Mech Found Eng 43, 153–160 (2006). https://doi.org/10.1007/s11204-006-0041-3

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  • DOI: https://doi.org/10.1007/s11204-006-0041-3

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