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Predicting settlement of hydraulic structures on cemented soils

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. M. N. Terletskaya, “Suffosion resistance of gypsum-impregnated soils in hydraulic structures,” Transactions of the Georgian Sci.-Res. Inst. Hydr. Eng. and Recl. [in Russian], No. 2 (15) (1951).

  2. M. N. Terletskaya, “Deformation of cemented soils during seepage,” Pochvovidenie, No. 9 (1955).

  3. M. N. Terletskaya, “Suffosion resistance of gypsum-impregnated soils in hydraulic structures,” in: Solution and Leaching of Weathered Media [in Russian] VODGEO (1957).

  4. M. N. Terletskaya, “Prediction of the progress of gypsum leaching under dam bases and curtains,” Transactions of the Georgian Sci.-Res. Inst. Hydr. Eng. and Recl. [in Russian], No. 21 (1960).

  5. M. N. Terletskaya, “Deformation of cemented soils due to gypsum leaching,” Tranactions of the Georgian Sci.-Res. Inst. Hydr. Eng. and Recl. [in Russian], No. 3 (1965).

  6. L. N. Lomidze, “Alteration in the engineering properties of soils due to seepage through them.” Izvestiya TNISGEI,5, (1953).

  7. S. V. Dan and L. N. Lomidze, “Certain relationships governing the subsidence of salt-containing soils due to salt leaching,” Izvestiya TNISGEI,2 (1958).

  8. L. N. Lomidze and N. A. Klopotovskaya, “Occurrence of internal subsidence due to salt leaching,” in: Solution and Leaching of Weathered Media [in Russian], VODGEO (1957).

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Additional information

In the present article the author confines herself to suffosion in soil pores without considering the possibility of its occurrence along joints which could lead to an erroneous assessment of permeability and, under unfavorable geological conditions, to foundation failure-Editor.

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 29–30, December, 1970.

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Terletskaya, M.N. Predicting settlement of hydraulic structures on cemented soils. Hydrotechnical Construction 4, 1131–1133 (1970). https://doi.org/10.1007/BF02397595

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