Отправить статью по E-mail Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
- Авторы: Isaev O.N.1, Sharafutdinov R.F.1, Ryzhkov I.B.2, Zakatov D.S.1
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Учреждения:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
- Bashkir State Agrarian University
- Выпуск: Том 56, № 4 (2019)
- Страницы: 258-264
- Раздел: 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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Аннотация
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.
Об авторах
O. Isaev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Автор, ответственный за переписку.
Email: geotechnika2017@mail.ru
Россия, Moscow
R. Sharafutdinov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Россия, Moscow
I. Ryzhkov
Bashkir State Agrarian University
Email: geotechnika2017@mail.ru
Россия, Ufa
D. Zakatov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Россия, Moscow
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