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Principles of building design on soils prone to slump-type settlement owing to wetting (presented for discussion)

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

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Literature cited

  1. M. N. Gol'dshtein, "Some new data on settlement phenomena," in: Symposium of Work of Dnepropetrovsk Conference on Constructional Operations on Loess Soils [in Russian] (1961).

  2. M. N. Gol'dshtein, "Some results of new research on settlement-prone soils and methods of building on them," in: Geotechnics in Construction [in Russian], Stroiizdat (1966).

  3. N. Ya. Denisov, Structural Properties of Loess and Loess Loams [in Russian], Stroiizdat (1953).

  4. A. M. Drannikov, "Conditions for construction on settlement-prone loess soils," in: Construction on Settlement-Prone Loess Soils [in Russian], Ukr. NTO Stroiindustrii (1965).

  5. V. A. Zurnadzhi, V. P. Anan'ev, et al., Bases and Foundations on Settlement-Prone Loess Soils [in Russian], Izd. Rostovskogo Universiteta (1968).

  6. R. A. Tokar', "Quantitative characteristics of macroporous (loess-like) soils," in: Sb. Fundament-stroya, No. 7 (1937).

  7. M. N. Gol'dshtein and N. G. Zamorueva, "Precautions in planning buildings and constructions on settlement-prone soils in the central Dnepr. region," in: Geotechnics in Construction [in Russian], No. 3 (1969).

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Authors
  1. M. N. Gol'dshtein
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Additional information

Dnepropetrovsk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 25–27, November–December, 1969.

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Gol'dshtein, M.N. Principles of building design on soils prone to slump-type settlement owing to wetting (presented for discussion). Soil Mech Found Eng 6, 420–423 (1969). https://doi.org/10.1007/BF01838278

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  • DOI: https://doi.org/10.1007/BF01838278

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