Improving the Design of Screw Piles for Temporary Building Foundations
- 作者: Polishchuk A.I.1, Maksimov F.A.1
-
隶属关系:
- Kuban’ State Agrarian University
- 期: 卷 53, 编号 4 (2016)
- 页面: 282-285
- 栏目: Technology and Work Production
- URL: https://journals.rcsi.science/0038-0741/article/view/244048
- DOI: https://doi.org/10.1007/s11204-016-9399-z
- ID: 244048
如何引用文章
详细
Results are presented for field studies of the operation of metal screw piles in clay soil that is intended for the erection of foundations of rapidly erected temporary buildings. Experiments show that two-blade piles exhibit high effectiveness in plastic clay soil, as compared to piles with one blade. It was determined experimentally that introducing a second blade on the pile shaft increases its bearing capacity in plastic clay soil by up to 30% as compared to a one-blade screw pile.
作者简介
A. Polishchuk
Kuban’ State Agrarian University
Email: smfe@mail.ru
俄罗斯联邦, Krasnodar
F. Maksimov
Kuban’ State Agrarian University
Email: smfe@mail.ru
俄罗斯联邦, Krasnodar
补充文件
