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Hydraulic filling of dams using silt loam on a slump-prone foundation

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  • Construction During the Five-Year Plan
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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. F. L. Andrukhin, “Properties of the loess soils of the Tashkent region and methods of studying them,” Tr. Sredneaziatskogo Geol. Tresta, No. 2 (1937).

  2. A. L. Rubinshtein, “Nature of the deformation of loess under the effect of simultaneous wetting and pressure,” Gidrotekh. Melior., No. 6 (1951).

  3. Preliminary Instructions on the Design of Irrigation Systems on Slump-prone Soils. VSN4-66 [in Russian], Minvodkhoz, Moscow (1966).

  4. N. N. Bindeman, Hydrogeological Calculations of the Rise of Groundwaters and Seepage from Reservoirs [in Russian], Ugletekhizdat, Moscow (1951).

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  5. D. L. Melamut and L. G. Borodulina, “Hydraulic filling of dams constructed of silty soils, using a flattened profile,” Gidrotekh. Stroitel’., No. 2 (1973).

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Authors
  1. I. I. Perevezentseva
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Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 20–23, February, 1977.

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Perevezentseva, I.I. Hydraulic filling of dams using silt loam on a slump-prone foundation. Hydrotechnical Construction 11, 136–141 (1977). https://doi.org/10.1007/BF02399099

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  • DOI: https://doi.org/10.1007/BF02399099

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