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On chapter II-B.2-62 of construction standards and rules, "footings and foundations of buildings and structures on slumping soils. Designing standards"

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The editorial office has received several comments in regard to the new standard specifications for the design of buildings and structures on slumping soils. The articles of M. K. Druzhinin and E. N. Skvaletskii are printed in this issue.

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Literature cited

  1. S. S. Morozov, Grain-Size Distribution of Loess Rocks and Certain Other Properties. Material from the Conference on the Reinforcement and Compactions of soils [in Russian], Kiev (1962).

  2. N. N. Frolov, Investigation of the Compactibility of Loess Foundations under Hydrostations. Scientific Reports of the Moscow Institute of Water Economy [in Russian],23 (1960).

  3. L. G. Balaev, Investigation of Slumping of Partial Soaked Loess Soil under Irrigation Canals. Collection: Engineering Geological Properties of Rocks. Izd. AN SSSR (1962).

  4. R. A. Tokar', On the project of the new edition of Standard Specifications for construction on slumping soils. "Osnovaniya, fundamenty i mekhanika gruntov." (1962), No. 4.

  5. P. D. Asyanin and V. I. Krutov, Investigation of the deformations of loess soils at the base of foundations. "Osnovaniya, fundamenty i mekhanika gruntov." (1962), No. 3.

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Authors
  1. M. K. Druzhinin
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  2. E. N. Skvaletskii
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 27–29, January–February, 1964

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Druzhinin, M.K., Skvaletskii, E.N. On chapter II-B.2-62 of construction standards and rules, "footings and foundations of buildings and structures on slumping soils. Designing standards". Soil Mech Found Eng 1, 52–56 (1964). https://doi.org/10.1007/BF01704033

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  • DOI: https://doi.org/10.1007/BF01704033

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