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The strengths of tertiary clays of the rozdol sulfur deposit

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Summary

  1. 1.

    The stabilities of slopes composed of isotropic clays can be calculated from the strength characteristics determined in a single-plane shear apparatus.

  2. 2.

    The stabilities of slopes composed of anisotropic clays (coarse-platy clays) must be calculated from the strength characteristics determined in single-plane shear apparatuses or stabilometers, because in the upper part the glide surface runs at an angle to the natural bedding of the rock (disintegration conditions of the specimen in the stabilometer), but, in the lower part, it coincides with it (disintegration conditions in a single-plane shear apparatus).

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Authors and Affiliations

  1. Institute of Mining-Chemical Source Materials, Moscow, Russia

    M. E. Pevzner, O. N. Androsova & A. N. Degtyarev

Authors
  1. M. E. Pevzner
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  2. O. N. Androsova
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  3. A. N. Degtyarev
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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 117–120, May–June, 1967.

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Pevzner, M.E., Androsova, O.N. & Degtyarev, A.N. The strengths of tertiary clays of the rozdol sulfur deposit. Soviet Mining Science 3, 304–306 (1967). https://doi.org/10.1007/BF02497896

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  • DOI: https://doi.org/10.1007/BF02497896

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