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Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils

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Soil Mechanics and Foundation Engineering Aims and scope

A finite element numerical analysis of the stress-strain state of combined precast-monolithic piles, arranged using the authors’ technology in permafrost soils, has been performed. It is shown that there is no need for reinforcing the entire length of the monolithic part located below the seasonal thawing boundary. Recommendations for the design and reinforcement of such piles, providing a reduction in metal consumption and the cost of pile foundations, are given.

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Authors and Affiliations

  1. M. K. Ammosov North-Eastern Federal University, Department of Industrial and Civil Engineering, Yakutsk, Russia

    V. V. Mestnikov

  2. M. K. Ammosov North-Eastern Federal University, Engineering and Technology Institute, Yakutsk, Russia

    I. V. Mestnikova & V. V. Mestnikov

Authors
  1. V. V. Mestnikov
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  2. I. V. Mestnikova
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  3. V. V. Mestnikov
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Correspondence to V. V. Mestnikov.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, May-June, 2023.

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Mestnikov, V.V., Mestnikova, I.V. & Mestnikov, V.V. Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils. Soil Mech Found Eng 60, 209–215 (2023). https://doi.org/10.1007/s11204-023-09884-1

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  • DOI: https://doi.org/10.1007/s11204-023-09884-1

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