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Hydraulic fill of clay soils using polyacrylamides

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. I. Gritsyk. The Effect of Polyacrylamide on the Structural-Mechanical Properties of Soils, Symposium, VNII Scientific Report on Transport Construction [in Russian], Transzheldorizdat (1963)

  2. B. A. Volnin and L. R. Gasparyan. Afrtificial Deposition of Suspended Soil Particles in Hydraulic Fill, Symposium, Hydraulicking in the Excavation of Heavy Soils [in Russian], TsNII TÉStrom (1968).

  3. B. A. Volnin and L. R. Gasparyan, Hydraulicking of Clay Soil Using Polyacrylamide [in Russian], TI, Nonmetallic and Nonmetallic Rock Industry Series, No. 4. TsNII TÉStrom (1968).

  4. I. M. Levchenko. Hydraulic Filling of High Dumps from Clay Soils [in Russian], TsVTI Minmontazhs petsstroi USSR, Inf. Listok, No. 291 (1963).

  5. L. R. Gasparyan, “Results of industrial-scale tests on a new hydraulic fill technology for clay soil with accelerated deposition of suspended particles using polyacrylamide,” Ékspress-Informatsiya MÉiÉ, USSR, Hydroelectric Station Building Series, Informenergo, No. 12 (1968).

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Authors
  1. B. A. Volnin
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  2. L. R. Gasparyan
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 45–48, May, 1970.

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Volnin, B.A., Gasparyan, L.R. Hydraulic fill of clay soils using polyacrylamides. Hydrotechnical Construction 4, 454–458 (1970). https://doi.org/10.1007/BF02376146

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  • DOI: https://doi.org/10.1007/BF02376146

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