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

被引：0

作者：

A. I. Polishchuk

A. A. Tarasov

机构：

[1] Kuban State Agrarian University,

[2] Tomsk State University of Architecture and Construction,undefined

来源：

Soil Mechanics and Foundation Engineering | 2017年 / 54卷

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D O I：

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学科分类号：

摘要：

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.

引用

页码：38 / 44

页数：6

共 35 条

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