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"Geotechnogenic method" of building up foundation bases in type II subsiding soils

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. B. N. Mel'nikov et al., "Geotechnogenic massif as a new form of foundation bases for engineering structures," Inzh. Geol., No. 2, 11–12 (1985).

  2. Recommendations on Calculation, Design, and Installation of "Base-Foundation" Systems of Buildings and Structures in the Geotechnogenic Massif Form [in Russian], Ural PSNIIP, Sverdlovsk (1986).

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  3. V. I. Ivanenko, B. N. Mel'nikov, and A. I. Nesterov, "Solution of zero cycles of geotechnogenic structures (geomassifs) for the Volgodonsk conditions. Design and construction of buildings and structures under complex engineering and geological conditions," in Sb. Tr. Lenpromstroiproekta, Leningrad (1985), pp. 41–49.

  4. A. K. Betketov, A. F. Seleznev, and Yu. I. Kogan, "Foundations of buildings and structures erected in subsiding soils," Inventor's Certificate No. 962466, MKI3 E02 D27/34, Otkryt. Izobret., No. 36, 186 (1982).

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Authors
  1. Yu. A. Bagdasarov
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  2. N. S. Chetyrkin
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  3. Yu. A. Grachev
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Additional information

All-Union Scientific Research Institute of Foundations and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 11–14, November–December, 1988.

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Bagdasarov, Y.A., Chetyrkin, N.S. & Grachev, Y.A. "Geotechnogenic method" of building up foundation bases in type II subsiding soils. Soil Mech Found Eng 25, 538–544 (1988). https://doi.org/10.1007/BF01721615

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  • DOI: https://doi.org/10.1007/BF01721615

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