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Calculation of Anti-Landslide Pile Structures

  • SOIL MECHANICS
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

The article considers the design schemes of multi-row pile structures arranged for anti-landslide purposes. Based on experimental studies, a design scheme was constructed in which the landslide soil pressure is transferred directly to the pile shafts and is distributed evenly between the pile rows. A method for calculating such structures, which allows determining the horizontal displacement and the rotation angle of the anti-landslide structure, as well as the forces in piles, has been developed.

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References

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Authors and Affiliations

  1. Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), Moscow, Russia

    A. L. Gotman

  2. Russian University of Transport (MIIT), Moscow, Russia

    A. L. Gotman

Authors
  1. A. L. Gotman
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Correspondence to A. L. Gotman.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, January-February, 2023.

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Gotman, A.L. Calculation of Anti-Landslide Pile Structures. Soil Mech Found Eng 60, 1–6 (2023). https://doi.org/10.1007/s11204-023-09856-5

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  • DOI: https://doi.org/10.1007/s11204-023-09856-5

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