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Phases of deformation of slump-prone soils under foundations

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

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Literature cited

  1. N. M. Gersevanov, "Application of elasticity theory to determination of allowable loads on soil on the basis of Prof. Terzaghi's experimental studies," Trudy MIIT, No. 15, Transpechat' NKPS (1930).

  2. N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroiizdat (1963).

  3. N. Ya. Denisov, "Some problems of construction on loessial soils," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 4 (1962).

  4. M. N. Gol'dshtein and V. V. Sugaev, "Character of deformation of loessial soils under foundations during flooding," in: Problems of Construction on Loessial Soils [in Russian], Izd. Voroezhskogo Universiteta (1961).

  5. V. I. Krutov, "Investigations of the deformations of slump-prone soils in the base of experimental foundations," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1962).

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Authors
  1. V. I. Krutov
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  2. A. G. Bozhko
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 30–32, March–April, 1972.

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Krutov, V.I., Bozhko, A.G. Phases of deformation of slump-prone soils under foundations. Soil Mech Found Eng 9, 121–124 (1972). https://doi.org/10.1007/BF01702901

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  • DOI: https://doi.org/10.1007/BF01702901

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