Email this article Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
- Authors: Isaev O.N.1, Sharafutdinov R.F.1, Ryzhkov I.B.2, Zakatov D.S.1
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Affiliations:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
- Bashkir State Agrarian University
- Issue: Vol 56, No 4 (2019)
- Pages: 258-264
- Section: 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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Abstract
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.
About the authors
O. N. Isaev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Author for correspondence.
Email: geotechnika2017@mail.ru
Russian Federation, Moscow
R. F. Sharafutdinov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Russian Federation, Moscow
I. B. Ryzhkov
Bashkir State Agrarian University
Email: geotechnika2017@mail.ru
Russian Federation, Ufa
D. S. Zakatov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Russian Federation, Moscow
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