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Calculation of the Ultimate Resistance of the Pile Basis in Pile Groups

  • SOIL MECHANICS
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Soil Mechanics and Foundation Engineering Aims and scope

Calculation of the bearing capability of piles in a pile field, based on the calculations and tests of single piles, taking into account their interaction with each other through the soil ground, is proposed. Differences in the operation of a single pile from a pile in a group are shown. The main attention is paid to determining the dependence of the ultimate resistance of piles on the parameters of the pile field.

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Authors and Affiliations

  1. Russian University of Transport (MIIT), Gersevanov Research Institute of Bases and Underground Structures, Moscow, Russia

    N. Z. Gotman

  2. ”Podzemproekt” LLC, Moscow, Russia

    V. S. Alekhin

Authors
  1. N. Z. Gotman
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  2. V. S. Alekhin
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Corresponding author

Correspondence to V. S. Alekhin.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 8-13, January-February, 2020.

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Gotman, N.Z., Alekhin, V.S. Calculation of the Ultimate Resistance of the Pile Basis in Pile Groups. Soil Mech Found Eng 57, 18–24 (2020). https://doi.org/10.1007/s11204-020-09632-9

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  • DOI: https://doi.org/10.1007/s11204-020-09632-9

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