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A static equilibrium method of calculating the seismic stability of free homogeneous slopes

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Z. A. Sergeev, “Static equilibrium method of calculating the stability of free homogeneous slopes,” Osn. Fundam. Mekh. Gruntov, No. 2 (1973).

  2. Sh. G. Napetvaridze, Seismic Stability of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).

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  3. V. G. Mel'nik, “Distribution of the inertial coefficient over the height of earth dams,” in: Collection of the All-Union Scientific-Research Institute of Water Supply, Sewer Systems, Hydraulic Structures, and Engineering Hydrogeology, “Hydraulic Engineering” [in Russian], No. 11, Moscow (1965).

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Authors and Affiliations

  1. Moscow Construction Organization Trust (Mosorgstroi), USSR

    Z. A. Sergeev

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  1. Z. A. Sergeev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 34–36, May–June, 1977.

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Sergeev, Z.A. A static equilibrium method of calculating the seismic stability of free homogeneous slopes. Soil Mech Found Eng 14, 202–205 (1977). https://doi.org/10.1007/BF02092693

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  • DOI: https://doi.org/10.1007/BF02092693

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