Мақаланы E-mail арқылы жіберу Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
- Авторлар: Isaev O.N.1, Sharafutdinov R.F.1, Ryzhkov I.B.2, Zakatov D.S.1
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Мекемелер:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
- Bashkir State Agrarian University
- Шығарылым: Том 56, № 4 (2019)
- Беттер: 258-264
- Бөлім: Experimental Investigations
- URL: https://journal-vniispk.ru/0038-0741/article/view/244249
- DOI: https://doi.org/10.1007/s11204-019-09600-y
- ID: 244249
Дәйексөз келтіру
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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.
Авторлар туралы
O. Isaev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Хат алмасуға жауапты Автор.
Email: geotechnika2017@mail.ru
Ресей, Moscow
R. Sharafutdinov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Ресей, Moscow
I. Ryzhkov
Bashkir State Agrarian University
Email: geotechnika2017@mail.ru
Ресей, Ufa
D. Zakatov
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), JSC “Research Center “Stroitelstvo”
Email: geotechnika2017@mail.ru
Ресей, Moscow
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