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Ways to improve the prediction of slump and postslump deformations of loess soils in reclamation construction

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

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Literature cited

  1. V. I. Krutov, Calculation of Foundations on Slump-Prone Soils [in Russian], Stroiizdat, Moscow (1972).

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  2. SNiP II-15-74. Bases of Buildings and Structures [in Russian], Stroiizdat, Moscow (1975).

  3. A. S. Kovalev, "Prediction of postslump deformations in loess soils," in: Transactions of the Moscow Reclamation Institute [in Russian], Vol. 58, Moscow (1978).

  4. VSN II-23-75. Instructions on the Design of Irrigation Systems on Slump-Prone Soils [in Russian], Minvodkhoz, Moscow (1975).

  5. I. P. Mochalov and A. V. Kolmanov, "Demarcation of types of deformations and their magnitude upon flooding strongly slumping loess soils," in: Proceedings of the Interdepartmental Conference [in Russian], No. 3, Moscow (1972).

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Authors
  1. N. N. Frolov
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  2. A. S. Kovalev
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Additional information

Moscow Reclamation Institute (MGMI). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 18–20, July–August, 1980.

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Frolov, N.N., Kovalev, A.S. Ways to improve the prediction of slump and postslump deformations of loess soils in reclamation construction. Soil Mech Found Eng 17, 153–158 (1980). https://doi.org/10.1007/BF01709828

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  • DOI: https://doi.org/10.1007/BF01709828

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