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Computation of embankment stability by the method of the algebraic addition of forces

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. F. V. Fellenius, Statics of Soils [in Russian], Gostroiizdat, Leningrad (1933).

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  2. Methodological Instructions for Determination of the Slope Angles of the Rims, Bench Slopes, and Embankments of Working Quarries [in Russian], Vsesoyuznyi Nauchno-Issledovatel'skii Marksheiderskii Institut, Leningrad (1972).

  3. V. I. Mulin, Soil Mechanics for Engineers and Builders [in Russian], Stroiizdat, Moscow (1978).

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  4. N. Janbu, “Critical evaluation of the approacher to stability analysis of landslides and other mass movements,” International Symposium on Landslides, New Delhi (1980), pp. 109–128.

  5. E. A. Spencer, “Method of analysis of the stability of embankments assuming parallel interslice forces,” Geotechn.,17, No. 1, 11–26 (1967).

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  6. M. N. Gol'dshtein, “Accelerated computation of embankment stability,” Byull. Soyuztransp., No. 1–2, 5–10 (1930).

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Authors
  1. A. G. Shapar'
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  2. V. B. Khazan
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  3. S. Z. Polishchuk
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  4. D. V. Mizyumskii
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Additional information

IGTM, Academy of Sciences of the Ukrainian SSR. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 23–25, July–August, 1988.

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Shapar', A.G., Khazan, V.B., Polishchuk, S.Z. et al. Computation of embankment stability by the method of the algebraic addition of forces. Soil Mech Found Eng 25, 172–175 (1988). https://doi.org/10.1007/BF01709230

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  • DOI: https://doi.org/10.1007/BF01709230

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