电邮这篇文章 CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations
- 作者: Polishchuk A.I.1, Tarasov A.A.2
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隶属关系:
- Kuban State Agrarian University
- Tomsk State University of Architecture and Construction
- 期: 卷 54, 编号 1 (2017)
- 页面: 38-44
- 栏目: 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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详细
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.
作者简介
A. Polishchuk
Kuban State Agrarian University
Email: smfe@mail.ru
俄罗斯联邦, Krasnodar
A. Tarasov
Tomsk State University of Architecture and Construction
Email: smfe@mail.ru
俄罗斯联邦, Tomsk
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