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

被引：5
|
作者：
Polishchuk, A. I. [1 ]
Tarasov, A. A. [2 ]
机构：
[1] Kuban State Agr Univ, Krasnodar, Russia
[2] Tomsk State Univ Architecture & Construct, Tomsk, Russia
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2017年 / 54卷 / 01期
关键词：
408.2 Structural Members and Shapes - 483.1 Soils and Soil Mechanics;
D O I：
10.1007/s11204-017-9430-z
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
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.
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收藏
页码：38 / 44
页数：7
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