The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
- Авторы: Rasskazov L.N.1, Bestuzheva A.S.1, Abduloev A.B.1
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Учреждения:
- National Research Moscow State University of Civil Engineering (NIU MGSU)
- Выпуск: Том 56, № 4 (2019)
- Страницы: 253-257
- Раздел: Experimental Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244248
- DOI: https://doi.org/10.1007/s11204-019-09599-2
- ID: 244248
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Аннотация
Results are presented of test studies of the compressibility of pebble-gravel soils in triaxial compression instruments that make it possible, by contrast with uniaxial compression instruments, to estimate the strain anisotropy of soil. The dependence of the coefficient of strain anisotropy on the acting stress is presented.
Об авторах
L. Rasskazov
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Россия, Moscow
A. Bestuzheva
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Россия, Moscow
A. Abduloev
National Research Moscow State University of Civil Engineering (NIU MGSU)
Автор, ответственный за переписку.
Email: abduloev.alisher91@mail.ru
Россия, Moscow
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