Email this article CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
- Authors: Polishchuk A.I.1, Tarasov A.A.2
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Affiliations:
- Kuban State Agrarian University
- Tomsk State University of Architecture and Construction
- Issue: Vol 54, No 1 (2017)
- Pages: 38-44
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244079
- DOI: https://doi.org/10.1007/s11204-017-9430-z
- ID: 244079
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Abstract
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.
About the authors
A. I. Polishchuk
Kuban State Agrarian University
Email: smfe@mail.ru
Russian Federation, Krasnodar
A. A. Tarasov
Tomsk State University of Architecture and Construction
Email: smfe@mail.ru
Russian Federation, Tomsk
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