电邮这篇文章 Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
- 作者: Isaev O.N.1, Sharafutdinov R.F.1, Ryzhkov I.B.2, Zakatov D.S.1
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隶属关系:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
- Bashkir State Agrarian University
- 期: 卷 56, 编号 4 (2019)
- 页面: 258-264
- 栏目: Experimental Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244249
- DOI: https://doi.org/10.1007/s11204-019-09600-y
- ID: 244249
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详细
The paper presents the results of experimental studies of the effect of friction sleeve dimensions on soil resistance along its side surface during static penetration tests using a standard Russian-made probe (diameter: 35.7 mm, friction sleeve length: 310 mm) and a foreign-made probe (diameter: 43.8 mm, friction sleeve length: 146 mm). The behavior and empirical relationships reflecting the effect of various factors on the resulting sleeve friction resistance of soil are described.
作者简介
O. Isaev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
编辑信件的主要联系方式.
Email: geotechnika2017@mail.ru
俄罗斯联邦, Moscow
R. Sharafutdinov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
俄罗斯联邦, Moscow
I. Ryzhkov
Bashkir State Agrarian University
Email: geotechnika2017@mail.ru
俄罗斯联邦, Ufa
D. Zakatov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
俄罗斯联邦, Moscow
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