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Settlement of buildings constructed on soils of type II collapsibility

  • From The Experience Of Construction Organizations
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. I. Krutov and R. A. Tokar', "Experience in the construction and performance of buildings and structures of the Southern Pipe Metallurgical Plant in the city of Nikopol'," Osn. Fundam. Mekh. Gruntov, No. 5 (1971).

  2. V. G. Galitskii, Settlement of Structures Founded on Deeply Compacted Collapsible Soils [in Russian], in: Coll. No. 46 of the Scientific-Research Institute of Foundations, Construction on Collapsible and Swelling Soils, Gosstroiizdat, Moscow (1961).

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  3. A. A. Grigoryan and R. G. Grigoryan, "Experimental study of ‘negative’ frictional forces on the sides of piles due to collapse from self-weight," Osn. Fundam. Mekh. Gruntov, No. 5 (1975).

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Authors
  1. I. K. Popsuenko
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  2. A. A. Rudenko
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  3. A. I. Markov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 6–7, January–February, 1980.

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Popsuenko, I.K., Rudenko, A.A. & Markov, A.I. Settlement of buildings constructed on soils of type II collapsibility. Soil Mech Found Eng 17, 1–4 (1980). https://doi.org/10.1007/BF01711748

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  • DOI: https://doi.org/10.1007/BF01711748

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