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Calculation of Bearing Capacity of Augercast Tapered Piles in Clayey Soils

  • SOIL MECHANICS
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Soil Mechanics and Foundation Engineering Aims and scope

The article presents a new method for determining the bearing capacity of augercast tapered piles in clayey soils by considering the various factors such as the level of external load, the sequence of operations in the installation of piles, and variations in the physical and mechanical characteristics of soils in the pile space that are responsible for effective performance of piles. This method is also recommended for designing free-standing pile and girder foundations.

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Authors and Affiliations

  1. Department of foundation engineering, Kuban State Agrarian University (KubSAU), Krasnodar, Russia

    A. I. Polischuk & D. A. Chernyavskii

Authors
  1. A. I. Polischuk
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  2. D. A. Chernyavskii
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Correspondence to A. I. Polischuk.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 2-7, July-August, 2020.

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Polischuk, A.I., Chernyavskii, D.A. Calculation of Bearing Capacity of Augercast Tapered Piles in Clayey Soils . Soil Mech Found Eng 57, 273–280 (2020). https://doi.org/10.1007/s11204-020-09666-z

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  • DOI: https://doi.org/10.1007/s11204-020-09666-z

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