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Analysis of the deformations of loess soils highly prone to slump-type settlement when wetted from sources having different dimensions

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

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Literature cited

  1. A. A. Grigoryan and Yu. K. Ivanov, "Form and dimensions of a soil mass prone to slump-type settlement," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2 (1968).

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Authors
  1. I. P. Mochalov
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  2. G. N. Vinogradova
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 33–34, March–April, 1971.

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Mochalov, I.P., Vinogradova, G.N. Analysis of the deformations of loess soils highly prone to slump-type settlement when wetted from sources having different dimensions. Soil Mech Found Eng 8, 134–136 (1971). https://doi.org/10.1007/BF01733859

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  • DOI: https://doi.org/10.1007/BF01733859

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