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Change in bearing capacity of bored-cast-in-place piles under salt lixiviation from soil base

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

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Literature cited

  1. V. P. Petrukhin and V. O. Gemmerling, "Methodological characteristics of soaking and desalination of gypsum clays in soil bases of test piles," in: Transactions of the Scientific-Research Institute of Bases and Foundations, No. 83 (1986), pp. 84–93.

  2. V. P. Petrukhin, V. E. Karamzin, and V. O. Gemmerling, "Resistance compression dynamometer for determining the bearing capacity of piles under complex soil conditions," deposited at the VNIIIS Institute of the Government Committee for Construction (Gosstroi) of the USSR, October 21, 1983, No. 4573.

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Authors
  1. V. P. Petrukhin
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  2. V. O. Gemmerling
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Additional information

Scientific-Research Institute of Bases and Underground Structures. Karaganda Polytechnic Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 13–15, July–August, 1987.

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Petrukhin, V.P., Gemmerling, V.O. Change in bearing capacity of bored-cast-in-place piles under salt lixiviation from soil base. Soil Mech Found Eng 24, 144–148 (1987). https://doi.org/10.1007/BF01716865

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  • DOI: https://doi.org/10.1007/BF01716865

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