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CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations

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Soil Mechanics and Foundation Engineering Aims and scope

The result of experimental studies of the operation of CFA piles in weak clay soils arranged for the foundations of renovated buildings are presented. A method using data on the auger impressing force and the physical-mechanical characteristics of the soils around the shaft of the CFA pile is proposed for calculating the carrying capacity of the soils.

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References

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Authors and Affiliations

  1. Kuban State Agrarian University, Krasnodar, Russia

    A. I. Polishchuk

  2. Tomsk State University of Architecture and Construction, Tomsk, Russia

    A. A. Tarasov

Authors
  1. A. I. Polishchuk
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  2. A. A. Tarasov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 21-26, January-February, 2017.

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Polishchuk, A.I., Tarasov, A.A. CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations . Soil Mech Found Eng 54, 38–44 (2017). https://doi.org/10.1007/s11204-017-9430-z

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  • DOI: https://doi.org/10.1007/s11204-017-9430-z

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