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Statistical comparison of evaluations of settlement-prone loessial rocks by one- and two-curve methods

  • Construction Properties Of Soils
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. L. G. Balaev and P. V. Tsarev, Loessial Rocks of Central and Eastern Ciscaucasia [in Russian], Nauka (1964).

  2. L. G. Balaev et al., Aspects of Designing Foundations Beds and Foundations for Buildings and Other Structures on Loessial Settlement-Prone Soils of the Northern Caucasus [in Russian], SKO PNIIIS (1970).

  3. N. Ya. Denisov, Construction Properties of Loess and Loess-like Loams [in Russian], Gosstroiizdat (1953).

  4. A. M. Drannikov, "Settlement properties of loessial soils and methods of evaluating them," in: Construction on Loessial Soils [in Russian], Reports of the Interuniversity Scientific Conference, Voronezh (1961).

  5. V. L. Dubrovkin et al., Engineering Geological Properties of Loessial Rocks in the Central Part of the Region of the Kursk Magnetic Anomaly (KMA) [in Russian], Nauchnye Trudy po Problemam KMA (1962).

  6. V. L. Dubrovkin et al., Engineering Geological Characteristics of Loessial Rocks in the Region of the Kursk Magnetic Anomaly (KMA) [in Russian], Nedra (1964).

  7. R. F. Fomicheva, "Study of settlement of loessial soils by the one- and two-curve methods," in: Collected Papers No. 8 of the Scientific-Research Institute for Construction of Foundation Beds and Foundations [in Russian] (1963).

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Authors
  1. B. F. Galai
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Additional information

Novocherkassk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 21–22, March–April, 1973.

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Galai, B.F. Statistical comparison of evaluations of settlement-prone loessial rocks by one- and two-curve methods. Soil Mech Found Eng 10, 124–126 (1973). https://doi.org/10.1007/BF01752879

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  • DOI: https://doi.org/10.1007/BF01752879

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