Enviar artigo por via de e-mail Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
- Autores: Isaev O.N.1, Sharafutdinov R.F.1, Ryzhkov I.B.2, Zakatov D.S.1
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Afiliações:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
- Bashkir State Agrarian University
- Edição: Volume 56, Nº 4 (2019)
- Páginas: 258-264
- Seção: Experimental Investigations
- URL: https://journal-vniispk.ru/0038-0741/article/view/244249
- DOI: https://doi.org/10.1007/s11204-019-09600-y
- ID: 244249
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Resumo
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.
Sobre autores
O. Isaev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Autor responsável pela correspondência
Email: geotechnika2017@mail.ru
Rússia, Moscow
R. Sharafutdinov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Rússia, Moscow
I. Ryzhkov
Bashkir State Agrarian University
Email: geotechnika2017@mail.ru
Rússia, Ufa
D. Zakatov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Rússia, Moscow
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