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Analysis of suffosion deformation of bases

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

Abstract

For the first time, a method has been developed by the writers to analyze the degree of lixiviation of salts from soils under complex engineering-geologic and hydrogeologic conditions, which makes it possible to determine the suffosion deformations of bases.

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Literature cited

  1. V. P. Petrukhin, Construction of Structures on Saline Soils [in Russian], Stroiizdat, Moscow (1989).

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  2. Recommendations for Analysis of Suffosion Deformations of Bases of Buildings and Structures Constructed on Gypsum Soils [in Russian], NIIOSP, Moscow (1983).

  3. V. S. Zil'berg, G. M. Velikina, A. M. Knopov, and M. P. Raikhlin, Package of Applied Programs for Construction of Permanently Acting Imitation Models of Formation of the Process of Partial Flooding of Specific Installations (IMUR1) [in Russian], MOFAP-ASS, Moscow (1989), Storage Code 1-555-N.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 23–25, September–October, 1992.

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Petrukhin, V.P., Zil'berg, V.S., Velikhina, G.M. et al. Analysis of suffosion deformation of bases. Soil Mech Found Eng 29, 160–163 (1992). https://doi.org/10.1007/BF02094710

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  • DOI: https://doi.org/10.1007/BF02094710

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