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Calculation of bed strength for various loading schemes

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

A computational procedure and values of the coefficients Mg, Mq, and Mc are given for calculation of foundation beds for various, loading schemes.

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References

  1. A. V. Pilyagin, “Calculation of soil pressure in the beds of rigid and flexible strip foundations subjected to central and eccentric loadings,” in: Beds and Foundations [in Russian], Perm' (1980), pp. 3–17.

  2. A. V. Pilyagin and S. V. Kazantsev, “Calculation of soil pressure in the beds of eccentrically loaded strip foundations with allowance for embedment depth,” in: Geotechnics of Land Along the Volga [in Russian], Saratov (1980).

  3. A. V. Pilyagin, “Calculation of soil pressure in the beds of rigid and flexible strip foundations subjected to central and eccentric loadings,” in: Beds and Foundations [in Russian], Perm' (1980), pp. 3–17.

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Authors
  1. A. V. Pilyagin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, Nos. 4–5, pp. 28–31, July–October, 1998.

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Pilyagin, A.V. Calculation of bed strength for various loading schemes. Soil Mech Found Eng 35, 133–137 (1998). https://doi.org/10.1007/BF02465925

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  • DOI: https://doi.org/10.1007/BF02465925

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